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CT 02-28; La Costa Condominiums; Soils Analysis after Powers/Ranich Slope Repar; 2009-09-09
THIRD PARTY REVIEW LA COSTA CONDOMINIUMS September 9,2009 EN. 23280.10 Corporate Office: 22725 Old Canal Rd. Yorba Linda, CA 9288 Suite 112 j Diego, CA 92 AmericanGeotechnical Inc. 5600 Spring Mtn. Rd. 10398 Rockmgnam Dr. Suite 201 Suite? I a* Vegas, NV 89146 Sacramento, CA 95827 American Geotechnical, Inc. SOIL, FOUNDATION AND GEOLOGIC STUDIES September 9, 2009 File No. 23280.10 Mr. Frank Jimeno, P.E. CITY OF CARLSBAD PUBLIC WORKS - ENGINEERING DIVISION 1635 Faraday Avenue Carlsbad, California 92008 Subject: RESPONSES TO THE THIRD PARTY REVIEW PROPOSED LA COSTA CONDOMINIUMS, LOT 185 La Costa Avenue South - Unit 1 Carlsbad Tract No. 02-28 Carlsbad, California Reference: "Review of Alternate Landslide Remedial Recommendations, Proposed La Costa Condominiums, Carlsbad, California" by Bureau Veritas, Dated June 9, 2009. " Recommended Remedial Grading Procedures, La Costa Condominiums, Lot 185 of La Costa South Unit 1, Carlsbad Tact No. 02-28, Carlsbad, California" prepared by American Geotechnical, dated May 31, 2007. " Revised Update Geotechnical Report, Proposed La Costa Condominiums, Lot 185, La Costa Avenue South - Unit 1, Carlsbad Tract No. 02-28, Carlsbad, California" prepared by American Geotechnical, dated February 14, 2008. Dear Mr. Jimeno: American Geotechnical is pleased to present the responses to the Third-Party Review referenced above. We appreciate the opportunity to be of service. If you should have any questions, please do not hesitate to contact us. Sincerely, AMERICAN GEOTECHNICAL Guillaume Gau Project Engineer R.C.E. 70015 GG/ETM: kb Distribution: Mr. Frank Jimeno, P.E. - (4) Edred T. Marsh Principal Engineer G.E. 2387 Via Mail Only 22725 Old Canal Road, Yorba Linda, CA 92887 - (714) 685-3900 - FAX (714) 685-3909 5764 Pacific Center Blvd., Suite 112, San Diego, CA 92121 (858) 450-4040 - FAX (858) 457-0814 10398 Rockingham Drive, Suite 7, Sacramento, CA 95827 (916) 368-2088 FAX (916) 368-2188 5600 Spring Mountain Road, Suite 201, Las Vegas, NV 89146 - (702) 562-5046 - FAX (702) 562-2457 HAmerican Geotechnical, Inc. File No. 23280.10 September 9, 2009 Page 2 RESPONSES 1.1 Adhesion value between the grout and soil/formation is not needed as we recommended performance tiebacks. Contractor will be responsible for design, details and construction per minimum criteria provided in sheets 1 through 5. 1.2 A monitoring program has been proposed and presented in the referenced Remedial Grading Procedures Report by American Geotechnical and in the " Proposal for Observation and Testing during Site Development, La Costa Condominiums, Carlsbad, California" prepared by American Geotechnical, dated April 29, 2009. 2.1 We have performed a global review and the following responses are offered: • Legend and/or labeling only pertain to the landslide remediation plan therefore we did not include detailed information related to the remediation of the entire site. • Sheet 2 is not intended to provide information about existing and proposed grades. Grading plans provided by O'Day Consultants will provide this information. • Existing and additional proposed inclinometers are presented in the referenced American Geotechnical Report. • Remedial grading slot boundaries for 1 and 2 have been updated and are presented on the attached sheets. • The proposed grading adjacent to La Costa Avenue is not part of the Landslide Remediation Plan. 2.2 It is our understanding that O'Day Consultants is handling details concerning basin lining and overflow. Planned sub-drains are located well below the basin and will aid in overall stability of the basin. D-D', the cross section passing through the detention basin, stability was verified and was included in our "Revised Update Geotechnical Report" referenced above. HAmerican Geotechnical, Inc. File No. 23280.10 September 9, 2009 PageS 2.3 The stability of the slope area below the tie backs for B-B' has been verified. The results are included in Appendix A. The stability of the slope area below the tie backs for K-K' was addressed in the reviewed report dated June 9, 2009. 2.4 See 6.4, 6.5 and 6.6. 3.1 The trends have been added to Sections A-A' and B-B'. 3.2 Details are presented in our referenced Geotechnical report. 3.3 It is our opinion that both units, imperial and metric, need to be included as Geofabric is generally sold using metric units. 3.4 See 6.4. 4.1 The trends have been added to Section M-M'. 4.2 See 3.2 and 3.3. 4.3 See 6.5 and 6.6. 5.1 Agreed. The title has been changed. It is shown on the attached sheets. 5.2 Agreed. Detail 1 has been cross referenced to Sections B-B' and K-K'. Changes are shown on the attached sheets. 5.3 Agreed. Changes are presented on the attached sheets. 6.1 Input and output data for the slope stability analyses have been included as Appendix B. 6.2 We agree with the Factors of Safety suggested which we concur are generally accepted as Industry Standards. That is Static Permanent F.S. = 1.5 min, static temporary; F.S. = 1.2 to F.S. = 1.3; and Pseudo static Permanent; F.S. =1.1 min utilizing a seismic coefficient of K=0.15. Our analysis considered rectilinear failure surfaces when "weak" clay seams were identified. These analyses were performed and were included in our "Revised Update Geotechnical Report" dated February 14, 2008. HAmerican Geotechnical, Inc. File No. 23280.10 September 9, 2009 Page 4 6.3 Back calculations were performed which generated a variety of strength parameters that were then utilized to analyze the proposed cuts and landslide remediation sections. The revised strengths resulted in the need to reduce the slot size when grading and limiting the back cuts typically to a maximum of 1.5:1, with local cuts as steep as 1.2:1. 6.4 Static and pseudo-static stability analysis below the proposed tie-backs for B-B' have been verified and are included in Appendix A. 6.5 Pseudo-static stability analysis for K-K' below the proposed tie-backs has been verified and is included in Appendix A. Static stability analysis for K-K' was addressed in a previous report as it was explained in 2.3. We also verified the static and pseudo static stability of K-K' once the slope has been graded. The factors of safety were respectively 1.73 and 1.20. Details are included in Appendix A. The planned construction dictates the need for retaining walls built into the toe-of- slope in this area. We have performed additional analysis in this area and have determined that for design purpose an additional surcharge of 2000 Ib/ft should be used during final retaining wall design by the structural engineer. Details are included in Appendix A. Our office will review the final plans once completed and this information will be passed along to the designer. 6.6 We agree that a factor of safety of less than 1.3 was obtained. This area will be mitigated by reducing the size of the grading slots as indicated on sheet 2. An alternative to the slot reduction is installing tiebacks and was given as an option. American GeotechnicaLInc SOIL, FOUNDATION AND GEOLOGIC STUDIES APPENDIX A- SLOPE STABILITY 22725 Old Canal Road, Yorba Linda, CA 92887 - (714) 685-3900 - FAX (714) 685-3909 5764 Pacific Center Blvd., Suite 112, San Diego, CA 92121 (858) 450-4040 - FAX (858) 457-0814 10398 Rockingham Drive, Suite 7, Sacramento, CA 95827 (916) 368-2088 FAX (916) 368-2188 5600 Spring Mountain Road, Suite 201, Las Vegas, NV 89146 - (702) 562-5046 - FAX (702) 562-2457 •z.0T211io-1 CD""! c "** o ^ ll'io CD O CD ''" 03 CD O !c S Q O 0- CvJ £ CNJ* -g c 'C "^ ^ rrt B en ^ -tO 01 O 'f~ ^ Q O 0- * \o1 1»p\*=i c \ lH»lff [^^^ '03 o o ^2 D O Q- oo1Ig•* — CD* 0 c1-t^ffi l|8s"\ 03 CD O H \5QOD- UOJ1BA9J3 9I* 2 «CM £ £CO CD ^ Q -C .LJO nO D-CD O ^Q O Q- .2I•_§0—' CD o c•X o •S u> .c :_:TO (D O .C2 D O Q- .,CM ^ IM * 2 c COJ5i« 03 Q) ^ Q IT °_."- 55CM jj (M * .9 c ItlgO O 0) CO •*i CO -C ,uTO CD O f^ Q O CL -QCDT3CD* 2 •s - •-CO 0 O JC^ D O Q- .aa>T3CO-o_§0-1 <o7 c-*.— ^ o oj o to ^~ "co CD O !c ^ Q O D_ * o "> CD o ^^ D O Q- *JD CD it o 1 CD O JZQ O Q.CD O icO O Q- (jeej) "w•a 8 .2.H-SO 2•c ena)o <D ^w r: .LJ0 oQ O UO!}BA9|g sf n •8 "uj-ac O1 CO: "tf ) O/ i) T-3 -C .—) O n) O Q- •• CDCM .a CD f * -I"a? Q 8803 CD^ Q o CD•5- irow o0) ^~r: .I.-O JZo a. CM * j O CD " ' CO -C .uI 0) O .£=: D O Q- 8 8 § * o ».9-£.Sj-g-'SJO .2-g S »O3 QJ ^Q I:::: 0)-a "j O-J CD C«".2 c i Q.-2•C CO, o CD' CO SI'(DO. : Q O i American GeotechnicaLInc SOIL, FOUNDATION AND GEOLOGIC STUDIES APPENDIX B - SLOPE STABILITY INPUT & OUTPUT FILES 22725 Old Canal Road, Yorba Linda, CA 92887 - (714) 685-3900 - FAX (714) 685-3909 5764 Pacific Center Blvd., Suite 112, San Diego, CA 92121 (858) 450-4040 - FAX (858) 457-0814 10398 Rockingham Drive, Suite 7, Sacramento, CA 95827 (916) 368-2088 FAX (916) 368-2188 5600 Spring Mountain Road, Suite 201, Las Vegas, NV 89146 - (702) 562-5046 - FAX (702) 562-2457 Page 1 of 9 <?xml version = "1.0" encoding = "utf-8" standalone = "yes" ?> » A, -^ <GSIData Version = "6.22"> A'A Wlth <Analyses Len = "l"> <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Method >Spencer</Method> <TimeIncrements /> <ExternalFiles /> <SlipDirection>RightToLeft</SlipDirection> <SideFunction SideFnType-"Constant" /> < Lambda >, 999 </Lambda> 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"318" Y="203"/> 90.04014 Y=287.08121" /> 88.68921 Y= 200.81442" /> 208.15038 Y="220.49946" /> 181.71067" Y="119.37239" /> 279.3639" Y= "192.70882" /> 299.04894 Y=' 170.90088" /> 210.08028 128.83125 128.83125 240.76579 248.09943 271.83727' 221.08075' 176.30693' Y=' Y=' Y= Y= Y=' Y= Y= 106.44203' /> 298.46765 /> 225.32422" /> 225.9032" /> 166.84808" /> 166.84808" /> 122.07426" /> Y=' 122.07426" /> '!" 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SlipSurfaceLineThickness = "l" MultipleSlipSurfaces = "false" NumSlipSurfaces = "0" SigFiguresFofS = "4" AnalysisMethod = "2" AIIFofSValues = "false" file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI 12.953\A-... 9/9/2009 Page 9 of 9 SafetyMap="false" FluxSections="true" Particles="true" InitiaiConditions="true" BoundaryConditions = "true" InitialWaterTable = "true" CoverDetail = "true" TimeStep="l" BodyLoad = "true" StructuralElements="true" TrussElements-"true" HistoryPoints="true" Vectors="true" Contours="true" ContourShading = "true" ContourInfiniteElements="true" TransientContours = "true" TransientContourType="Pressure" FlowPath = "true" FluxType = "0" ParticleShading = "false" Deformation = "true" DeformationShading = "false" YieldConditions="false" TimeStepNumbers = "false" /> <Font> <FontInfo FaceName = "Arial" /> <NodeNumberSize>6</NodeNumberSize> <ElementNumberSize>6</ElementNumberSize> <AxisSize>10</AxisSize> <PointNumberSize>10</PointNumberSize> <RegionNumberSize>12</RegionNumberSize> </Font> < Ana lysisLastViewed> SLOPE/ W</AnalysisLastVie wed > </View> </GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI 12.953\A-... 9/9/2009 La Costa Condominiums F.N. 23280.01 DATESTAMP 9/9/2009 TIMESTAMP 9:51:01 AM A-A' with Back Cut Output Center_X Center_Y Radius Slip_Surface Method 1.9599206+002 2.5492906+002 1.2837736+002 560 2 SL# X_Left Y_L_Top Y_L_Bottom X_Right Y_R_Top Y_R_Bottom Mid_Height Base_Length 1 1.7434486+002 1.2838996+002 1.2838996+002 1.2755166+002 1.7563786+000 5.7174926+000 2 1.8000006+002 1.3100006+002 1.2755166+002 1.2700186+002 4.8755606+000 5.2790776+000 3 1.8525006+002 1.3325006+002 1.2700186+002 1.2666926+002 7.5664936 + 000 5.260898e + 000 4 1.9050006+002 1.3550006+002 1.2666926+002 1.2655196+002 1.0041346+001 5.2516766+000 5 1.9575006+002 1.3775006+002 1.2655196+002 1.2664946+002 1.2301246+001 5.2512716+000 6 2.0100006+002 1.4000006+002 1.2664946+002 1.2696216+002 1.4471246+001 5.2596766+000 7 2.0625006+002 1.4250006+002 1.2696216+002 1.2749186+002 1.6550306+001 5.2770206+000 8 2.1150006+002 1.4500006+002 1.2749186+002 1.2824106+002 1.8411286+001 5.3035686+000 9 2.1675006+002 1.4750006+002 1.2824106+002 1.2921376+002 2.0050876+001 5.3397406+000 10 2.2200006+002 1.5000006+002 1.2921376+002 1.3047826+002 2.2935836+001 5.6439466+000 11 2.2750006+002 1.5550006+002 1.3047826+002 1.3200166+002 2.7043006+001 5.7075306+000 12 2.3300006+002 1.6100006+002 1.3200166+002 1.3235386+002 2.9398946+001 1.2029816+000 13 2.3415036+002 1.6215036+002 1.3235386+002 1.3361926+002 3.1105506+001 4.0525416+000 14 2.3800006+002 1.6600006+002 1.3361926+002 1.3546776+002 3.3986046+001 5.3311606+000 15 2.4300006+002 1.7100006+002 1.3546776+002 1.3755826+002 3.6018046+001 5.4198026+000 16 2.4800006+002 1.7400006+002 1.3755826+002 1.3990376+002 3.6801896+001 5.5232226+000 17 2.5300006+002 1.7700006+002 1.3990376+002 1.4121976+002 3.7379806+001 2.8978936+000 18 2.5558186+002 1.7886466+002 1.4121976+002 1.4368396+002 3.8060606+001 5.1156646+000 19 2.6006446+002 1.8210216+002 1.4368396+002 1.4638896+002 3.8715566+001 5.2359496+000 20 2.6454716+002 1.8533956+002 1.4638896+002 1.4935336+002 3.9120896+001 5.3745476+000 21 2.6902976+002 1.8857706+002 1.4935336+002 1.5259956+002 3.9256216+001 5.5350466+000 1.8000006+002 1.8525006+002 1 . 9050006+002 1 . 9575006+002 2 . OlOOOOe+002 2 . 0625006+002 2.1150006+002 2.1675006+002 2.2200006+002 2 .2750006+002 2 . 3300006+002 2.3415036+002 2 . 3800006+002 2.4300006+002 2 .4800006+002 2 . 5300006+002 2.5558186+002 2 . 6006446+002 2 . 6454716+002 2.6902976+002 2.7351246+002 1.3100006+002 1.3325006+002 1.3550006+002 1.3775006+002 1.4000006+002 1.4250006+002 1.4500006+002 1.4750006+002 1.5000006+002 1.5550006+002 1.6100006+002 1.6215036+002 1.6600006+002 1.7100006+002 1 .7400006 + 002 1.7700006+002 1.7886466+002 1.8210216+002 1.8533956+002 1.8857706+002 1.9181456+002 22 2.735124e+002 1.918145e+002 1.5259956+002 1.5615536+002 3.909653e + 001 5 . 7222006+000 23 2.779950e+002 1.950520e+002 1.5615536+002 1.600556e+002 3.8610836+001 5.9424486+000 24 2.8247776+002 1.9828946+002 1.6005566+002 1.6434486+002 3 .775987e + 001 6.2047576+000 25 2.8696046+002 2.0152696+002 1.6434486+002 1.6644036+002 3.6882866+001 2.9243226+000 26 2.8900006+002 2.0300006+002 1.6644036+002 1.7230886+002 3.5216026+001 7.8753316+000 27 2.9425006+002 2.0600006+002 1.7230886+002 1.7898936+002 3.1964706+001 8.4981776+000 28 2.9950006+002 2.0900006+002 1.7898936+002 1.8672026+002 2.7796516+001 9.3470806+000 29 3.0475006+002 2.120000e+002 1.8672026+002 1.9591286+002 2.2403326+001 1.0589106+001 30 3.1000006+002 2.1500006+002 1.9591286+002 2.0011306+002 1.7434926+001 4.6863526+000 31 3.1207796+002 2.157992e+002 2.0011306+002 2.1849666+002 8.891744e+000 1.9695296+001 2.7799506+002 2.8247776+002 2.8696046+002 2.8900006+002 2.9425006+002 2.9950006+002 3.0475006+002 3.lOOOOOe+002 3.1207796+002 3.190912e+002 1.9505206+002 1.9828946+002 2.0152696+002 2.0300006+002 2.0600006+002 2.0900006+002 2.1200006+002 2.1500006+002 2.1579926+002 2.1849666+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0.00006+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 P_Load_X 0 . OOOOe+000 O.OOOOe+000 0 . OOOOe+000 0 . OOOOe + 000 0.OOOOe+000 O.OOOOe+000 0 . OOOOe+000 0.OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0.OOOOe+000 0.OOOOe+000 0 . OOOOe + 000 0 .OOOOe+000 0.OOOOe+000 0 . OOOOe + 000 P Load Y 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore_Water Alpha Force Fn. Pore Air Phi B Liquified 1 1.19196+003 O.OOOOe+000 -8.4318e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 3.07166+003 O.OOOOe+000 -5.9779e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 4.76696+003 O.OOOOe+000 -3.6258e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 6.32606+003 O.OOOOe+000 -1.27996+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 7.74986+003 O.OOOOe+000 1.06386+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 9.11696+003 O.OOOOe+000 3.4094e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 1.04276+004 O.OOOOe+000 5.7607e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 1.1599e+004 O.OOOOe+000 8.1218e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 1.2632e+004 O.OOOOe+000 1.0497e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 1.5138e+004 O.OOOOe+000 1.2948e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 1.78486+004 O.OOOOe+000 1.5481e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 .OOOOe + 000 0 .OOOOe+000 0 . OOOOe+000 0 .OOOOe + 000 0 .OOOOe + 000 0 .OOOOe + 000 0 .OOOOe+000 0 . OOOOe+000 Seismic_F Seismic Y 0 .OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 O.OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 O.OOOOe+000 12 4.05806+003 O.OOOOe+000 1.7023e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 1.4370e+004 O.OOOOe+000 1.8196e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 2.0392e+004 O.OOOOe+000 2.02906+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 2.16116+004 O.OOOOe+000 2.26896+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 2.2081e+004 O.OOOOe+000 2.51316+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 1.15816+004 O.OOOOe+000 2.70106+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 2.04746+004 O.OOOOe+000 2.87996+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 2.08266+004 O.OOOOe+000 3.11096+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 2.1044e+004 O.OOOOe+000 3.34766+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 2.1117e+004 O.OOOOe+000 3.59116+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 2.1031e+004 O.OOOOe+000 3.84236+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 2.07696+004 O.OOOOe+000 4.10266+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 2.03126+004 O.OOOOe+000 4.3737e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 9.02746+003 O.OOOOe+000 4.57746+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 2.21866+004 O.OOOOe+000 4.81846+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 2.0138e+004 O.OOOOe+000 5.18386+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 1.7512e+004 O.OOOOe+000 5.58206+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 1.4114e+004 O.OOOOe+000 6.0269e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 4.3474e+003 O.OOOOe+000 6.36776+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 7.4833e+003 O.OOOOe+000 6.9118e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 1 . OOOOe+000 l.OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1. OOOOe+000 1. OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1. OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1. OOOOe+000 1. OOOOe+000 1. OOOOe+000 Ordinary_Method_Fm= 1.2432976 Applied_Lambda= 0. SL# Normal_M ShearMob Phi_Angle Cohesion 1 1.1790e+003 1.3029e+003 2.20006+001 2 3.05496+003 1.84196+003 2.20006+001 3 4.75736+003 2.3922e+003 2.20006+001 4 6.32456+003 2.90006+003 2.20006+001 5 7.74846+003 3.3627e+003 2.2000e+001 6 9.1007e+003 3.8035e+003 2.2000e+001 7 1.03746+004 4.2201e+003 2.20006+001 8 1.14836+004 4.58466+003 2.20006+001 9 1.2421e+004 4.8952e+003 2.20006+001 10 1.47536+004 5.70206+003 2.20006+001 11 1.72016+004 6.50786+003 2.20006+001 12 3.88026+003 1.4544e+003 2.20006+001 2.0000e+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe + 000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe + 000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0000 13 1.3651e+004 9.6438e+003 3.50006+001 6.0000e+002 14 1.91266+004 1.33446+004 3.50006+001 6.0000e+002 15 1.9938e+004 1.38456+004 3.5000e+001 6.00006+002 16 1.99916+004 1.39246+004 3.5000e+001 6.00006+002 17 1.0317e+004 7.20916+003 3.5000e+001 6.00006+002 18 1.79416+004 7.9634e+003 2.50006+001 3.00006+002 19 1.78316+004 7.95106+003 2.50006+001 3.0000e+002 20 1.75536+004 7.88026+003 2.5000e+001 3 . OOOOe+002 21 1.71036+004 7.75026+003 2.50006+001 3. OOOOe+002 22 1.64766+004 7.5603e+003 2.5000e+001 3.00006+002 23 1.56696+004 7.31066+003 2.5000e+001 3.00006+002 24 1.46766+004 7.00146+003 2.5000e+001 3.00006+002 25 6.29656+003 4.9574e+003 3.5000e+001 6. OOOOe+002 26 1.4792e+004 1.21316+004 3.50006+001 6.00006+002 27 1.24436+004 1.11096+004 3.50006+001 6.00006+002 28 9.83816+003 1.00516+004 3.50006+001 6.00006+002 29 6.99966+003 9.05236+003 3.50006+001 6.0000e+002 30 1.92776 + 003 3.34736+003 3.5000e+001 6. OOOOe+002 31 2.66736+003 5.35356+003 3.3000e+001 2.50006+002 Bishop_Method_Fm= 1.3331058 Applied_Lambda= 0.0000 SL# Normal M ShearMob Phi Angle Cohesion SideRight ShearRight 1 1.39466+003 1.28046+003 2.20006+001 2.00006+002 O.OOOOe+000 -1.5861e+003 O.OOOOe+000 2 3.27516+003 1.78466+003 2.20006+001 2.00006+002 O.OOOOe+000 -3.8596e+003 O.OOOOe+000 3 4.92096 + 003 2.2806e + 003 2.2000e+001 2. OOOOe+002 O.OOOOe+000 -6.6452e+003 O.OOOOe+000 4 6.38846+003 2.7240e+003 2.2000e+001 2.0000e+002 O.OOOOe+000 -9.7449e+003 O.OOOOe+000 5 7.6932e+003 3 . 1194e+003 2.2000e+001 2.0000e+002 O.OOOOe+000 -1.29856+004 O.OOOOe+000 6 8.92506+003 3.4940e+003 2.20006+001 2.00006+002 O.OOOOe+000 -1.62356+004 O.OOOOe+000 7 1.00916+004 3.85016+003 2.20006+001 2.00006+002 O.OOOOe+000 -1.9373e+004 O.OOOOe+000 8 1.11226+004 4.16666+003 2.2000e + 001 2. OOOOe + 002 O.OOOOe+000 -2.2270e+004 O.OOOOe+000 9 1.20246+004 4.44526+003 2.20006+001 2.00006+002 O.OOOOe+000 -2.48146+004 O.OOOOe+000 10 1.43406 + 004 5.19266+003 2.2000e+001 2 . OOOOe + 002 O.OOOOe+000 -2.70856+004 O.OOOOe+000 11 1.68686+004 5.96866+003 2.20006+001 2.00006+002 O.OOOOe+000 -2.8819e+004 O.OOOOe+000 12 3.83336+003 1.34226+003 2.20006+001 2.0000e+002 O.OOOOe+000 -2.90896+004 O.OOOOe+000 13 1.23896+004 8.3314e+003 3.5000e+001 6. OOOOe+002 O.OOOOe+000 -3.3769e+004 O.OOOOe+000 14 1.74656+004 1.15736+004 3.50006+001 6.00006+002 O.OOOOe+000 -3.9442e+004 O.OOOOe+000 15 1.83736+004 1.2089e+004 3.5000e+001 6. OOOOe+002 O.OOOOe+000 -4.44156+004 O.OOOOe+000 16 1.8636e+004 1.2274e+004 3.5000e+001 6. OOOOe+002 O.OOOOe+000 -4.85296+004 O.OOOOe+000 SideLeft ============ 0 . OOOOe+000 1 .58616+003 3 .85966+003 6 .64526+003 9 .74496+003 1.29856+004 1.62356+004 1 . 93736+004 2 .22706+004 2 .48146+004 2 .7085e + 004 2 .8819e+004 2.90896+004 3 .37696+004 3 . 94426+004 4.44156+004 ShearLeft 17 9 . 7305e+003 6.4152e+003 3.5000e+001 O.OOOOe+000 -5.03016+004 O.OOOOe+000 18 1.9067e+004 7.82066+003 2.5000e+001 O.OOOOe+000 -4.8594e+004 O.OOOOe+000 19 1.95006+004 7.99926+003 2.50006+001 O.OOOOe+000 -4.60086+004 O.OOOOe+000 20 1.98436+004 8.15036+003 2.5000e+001 O.OOOOe+000 -4.25176+004 O.OOOOe+000 21 2.00866+004 8.2716e+003 2.5000e+001 O.OOOOe+000 -3.81056+004 O.OOOOe+000 22 2.0217e+004 8.3595e+003 2.5000e+001 O.OOOOe+000 -3.2774e+004 O.OOOOe+000 23 2.02196+004 8.40956+003 2.5000e+001 O.OOOOe+000 -2.6541e+004 O.OOOOe+000 24 2.0066e+004 8.41516+003 2.50006+001 O.OOOOe+000 -1.94546+004 O.OOOOe+000 25 7.53046+003 5.27156+003 3.5000e+001 O.OOOOe+000 -1.81306+004 O.OOOOe+000 26 1.8476e+004 1.32496+004 3.5000e+001 O.OOOOe+000 -1.41976+004 O.OOOOe+000 27 1.66246+004 1.25566+004 3.50006+001 O.OOOOe+000 -9.85106+003 O.OOOOe+000 28 1.4090e+004 1.16086+004 3.5000e+001 O.OOOOe+000 -5.62926+003 O.OOOOe+000 29 1.0484e+004 1.02736+004 3.50006+001 0.00006+000 -2.45416+003 O.OOOOe+000 30 2.68986+003 3.5220e+003 3.5000e+001 O.OOOOe+000 -1.89986+003 O.OOOOe+000 31 4.97326+003 6.1161e+003 3.3000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 6.0000e+002 3.00006+002 3 .OOOOe+002 3.00006+002 3 . OOOOe+002 3.00006+002 3 . OOOOe+002 3.00006+002 6.00006+002 6.0000e+002 6 . OOOOe+002 6. OOOOe+002 6. OOOOe+002 6.0000e+002 2.5000e+002 4 . 85296+004 5 . 0301e+004 4 . 85946+004 4 .60086+004 4 .2517e+004 3 .81056+004 3 .27746+004 2 .65416+004 1 . 94546+004 1 .81306+004 1 .41976+004 9.8510e+003 5 . 6292e+003 2 .45416+003 1 .89986+003 Janbu_Method_Ff= 1.2306911 Applied_Lambda= 0.0000 SLtt Normal_F ShearMob Phi_Angle SideRight ShearRight 1 1.41186+003 1.39266+003 2.20006+001 O.OOOOe+000 -1.5861e+003 O.OOOOe+000 2 3.29186+003 1.93866+003 2.20006+001 O.OOOOe+000 -3.8596e+003 O.OOOOe+000 3 4.93356+003 2.47466+003 2.20006+001 O.OOOOe+000 -6.64526+003 O.OOOOe+000 4 6.39376+003 2.9525e+003 2.20006+001 O.OOOOe+000 -9.74496+003 O.OOOOe+000 5 7.68836+003 3.3774e+003 2.20006+001 O.OOOOe+000 -1.2985e+004 O.OOOOe+000 6 8.9075e+003 3.7790e+003 2.2000e+001 O.OOOOe+000 -1.62356+004 O.OOOOe+000 7 1.00596+004 4.15996+003 2.20006+001 O.OOOOe+000 -1.93736+004 O.OOOOe+000 8 1.10746+004 4.49736+003 2.2000e+001 O.OOOOe+000 -2.22706+004 O.OOOOe+000 9 1.19576+004 4.7933e+003 2.20006+001 O.OOOOe+000 -2.48146+004 O.OOOOe+000 10 1.42446+004 5.59356+003 2.20006+001 O.OOOOe+000 -2.70856+004 O.OOOOe+000 Cohesion 2.00006+002 2.00006+002 2.00006+002 2 .00006+002 2.00006+002 2.00006+002 2.0000e+002 2.0000e+002 2.00006+002 2.0000e+002 SideLeft ShearLeft 0 . OOOOe+000 1.5861e+003 3.85966+003 6.64526+003 9 .74496+003 1.2985e+004 1.62356+004 1.93736+004 2 .22706 + 004 2 .48146+004 11 1.67386+004 6.4226e+003 2.2000e+001 O.OOOOe+000 -2.88196+004 O.OOOOe+000 12 3.80126+003 1.44346+003 2.20006+001 O.OOOOe+000 -2.90896+004 O.OOOOe+000 13 1.21916+004 8.91216+003 3.50006+001 O.OOOOe+000 -3.37696+004 O.OOOOe+000 14 1.71616+004 1.23636+004 3.5000e+001 O.OOOOe+000 -3.94426+004 O.OOOOe+000 15 1.80226+004 1.28966+004 3.5000e+001 O.OOOOe+000 -4.44156+004 O.OOOOe+000 16 1.8246e+004 1.3074e+004 3.50006+001 O.OOOOe+000 -4.85296+004 O.OOOOe+000 17 9.51296+003 6.82526+003 3.50006+001 O.OOOOe+000 -5.0301e+004 O.OOOOe+000 18 1.87616+004 8.3557e+003 2.5000e+001 O.OOOOe+000 -4.85946+004 O.OOOOe+000 19 1.91636+004 8.53716+003 2.5000e+001 O.OOOOe+000 -4.6008e+004 O.OOOOe+000 20 1.9473e+004 8.6884e+003 2.5000e+001 O.OOOOe+000 -4.25176+004 O.OOOOe+000 21 1.9683e+004 8.80706+003 2.50006+001 O.OOOOe+000 -3.8105e+004 O.OOOOe+000 22 1.97806+004 8.8894e+003 2.50006+001 O.OOOOe+000 -3.27746+004 O.OOOOe+000 23 1.9746e+004 8.9304e+003 2.50006+001 O.OOOOe+000 -2.65416+004 O.OOOOe+000 24 1.95586+004 8.92326+003 2.50006+001 O.OOOOe+000 -1.94546+004 O.OOOOe+000 25 7.2371e+003 5.5433e+003 3.50006+001 O.OOOOe+000 -1.8130e+004 O.OOOOe+000 26 1.76996+004 1.39096+004 3.50006+001 O.OOOOe+000 -1.41976+004 O.OOOOe+000 27 1.58296+004 1.31496+004 3.5000e+001 O.OOOOe+000 -9.85106+003 O.OOOOe+000 28 1.32926+004 1.21206+004 3.50006+001 O.OOOOe+000 -5.6292e+003 O.OOOOe+000 29 9.71156+003 1.06886+004 3.50006+001 O.OOOOe+000 -2.45416+003 O.OOOOe+000 30 2.4058e+003 3.65356+003 3.50006+001 O.OOOOe+000 -1.89986+003 O.OOOOe+000 31 4.39626+003 6.3207e+003 3.30006+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 2.00006+002 2 . OOOOe+002 6.0000e+002 6.00006+002 6.00006+002 6. OOOOe+002 6. OOOOe+002 3 . OOOOe+002 3.00006+002 3.00006+002 3.0000e+002 3.0000e+002 3.00006+002 3 .OOOOe+002 6.0000e+002 6.00006+002 6.00006+002 6.00006+002 6.00006+002 6.00006+002 2 . SOOOe+002 Spencer Method Fm= 1.3222040 Applied_Lambda= -0. SL# Normal M ShearMob Phi Angle Cohesion SideRight ShearRight 1 2.4592e+003 1.6163e+003 2.20006+001 O.OOOOe+000 -1.9510e+003 -1.0038e+003 2 4.72846+003 2.24346+003 2.20006+001 1.0038e+003 -4.6673e+003 -2.4014e+003 3 6.61856+003 2.81826+003 2.2000e+001 2.4014e+003* -7.8941e+003 -4.0616e+003 4 8.19176+003 3.29756+003 2.20006+001 4.06166+003 -1.13736+004 -5.85176+003 2.00006+002 2.00006+002 2.00006+002 2.0000e+002 2 .70856+004 2 .88196+004 2 . 9089e+004 3 .37696+004 3 . 94426+004 4 .44156+004 4 .85296+004 5 . 0301e+004 4 .85946+004 4.60086+004 4 .25176+004 3 .81056+004 3 .27746 + 004 2.65416+004 1 .94546+004 1.81306+004 1 .41976 + 004 9.8510e+003 5.6292e+003 2.45416+003 1 .8998e+003 5145 SideLeft ShearLeft O.OOOOe+000 1.95106+003 4.66736+003 7.89416+003 5 9.4948e+003 3.6957e+003 2.20006+001 5.8517e+003 -1.48956+004 -7.6636e+003 6 1.06536+004 4.0507e+003 2.20006+001 7.6636e+003 -1.8311e+004 -9.42136+003 7 1.16856+004 4.36886+003 2.20006+001 9.42136+003 -2.1493e+004 -1.1059e+004 8 1.25246+004 4.6292e+003 2.20006+001 1.10596+004 -2.43176+004 -1.25126+004 9 1.31896+004 4.83806+003 2.20006+001 1.25126+004 -2.66846+004 -1.37296+004 10 1.53056+004 5.53046+003 2.20006+001 1.37296+004 -2.86596+004 -1.47466+004 11 1.75116+004 6.2143e+003 2.20006+001 1.47466+004 -2.99916+004 -1.54316+004 12 3.91666+003 1.37886+003 2.20006+001 1.54316+004 -3.01676+004 -1.55216+004 13 1.44596+004 9.49606+003 3.50006+001 1.55216+004 -3.46956+004 -1.78516+004 14 1.98576+004 1.29356+004 3.50006+001 1.78516+004 -3.99736+004 -2.05676+004 15 2.03456+004 1.32346+004 3.50006+001 2.05676+004 -4.43696+004 -2.28286+004 16 2.01496+004 1.31776+004 3.50006+001 2.28286+004 -4.77766+004 -2.45816+004 17 1.03336+004 6.78726+003 3.50006+001 2.45816+004 -4.91486+004 -2.52876+004 18 1.80176+004 7.51506+003 2.50006+001 2.52876+004 -4.70756+004 -2.42216+004 19 1.80596+004 7.55706+003 2.50006+001 2.42216+004 -4.42346+004 -2.27596+004 20 1.80046+004 7.56926+003 2.50006+001 2.27596+004 -4.0631e+004 -2.0906e+004 21 1.78486+004 7.55046+003 2.50006+001 2.09066+004 -3.6287e+004 -1.86706+004 22 1.75816+004 7.4987e+003 2.50006+001 1.86706+004 -3.12356+004 -1.60716+004 23 1.71926+004 7.41136+003 2.50006+001 1.60716+004 -2.55246+004 -1.3133e+004 24 1.66636+004 7.28436+003 2.50006+001 1.31336+004 -1.92286+004 -9.8930e+003 25 6.81356+003 4.9353e+003 3.5000e+001 9.89306+003 -1.77886+004 -9.15246+003 26 1.64246+004 1.2272e+004 3.50006+001 9.15246+003 -1.37176+004 -7.0577e+003 27 1.44176+004 1.14916+004 3.50006+001 7.05776+003 -9.44186+003 -4.85796+003 28 1.19416+004 1.05666+004 3.50006+001 4.85796+003 -5.4229e+003 -2.79026+003 29 8.76956+003 9.44936+003 3.50006+001 2.79026+003 -2.38226+003 -1.2257e+003 30 2.30836+003 3.3490e+003 3.50006+001 1.22576+003 -1.75276+003 -9.0180e+002 31 3.80856+003 5.5945e+003 3.3000e+001 9.01806+002 O.OOOOe+000 O.OOOOe+000 2 . OOOOe+002 2 . 00006+002 2 . OOOOe+002 2 . 00006+002 2.0000e+002 2.00006+002 2.00006+002 2 . OOOOe+002 6.00006+002 6 . 00006+002 6 . OOOOe+002 6. OOOOe+002 6.00006+002 3 . 00006+002 3 .00006+002 3 .00006+002 3 .00006+002 3.00006+002 3.00006+002 3.00006+002 6.00006+002 6. OOOOe+002 6.00006+002 6.00006+002 6. OOOOe+002 6.00006+002 2 .50006+002 1 . 1373e + 004 1 . 4895e+004 1 . 8311e + 004 2 .14936+004 2 .43176 + 004 2 . 66846 + 004 2 . 86596+004 2 . 99916 + 004 3 . 01676 + 004 3 .46956 + 004 3 .99736 + 004 4 .43696 + 004 4 .77766+004 4 .91486+004 4.7075e+004 4 .42346+004 4 . 06316+004 3 .62876+004 3 .12356+004 2 .55246+004 1 . 92286+004 1 .77886+004 1.37176+004 9 .44186+003 5 .42296+003 2.38226+003 1.75276+003 SIip_Surface_Summary Analysis Volume Weight Res_Moment Act_Moment Res Force Act Force FOS ~ Ordinary Method 3.6195e+003 4.3434e+005 3.3575e+007 2.7005e+007 1.2432976 Bishop Method 3.6195e+003 4.3434e+005 3.6000e+007 2.7005e+007 1.3331058 Janbu Method 3.6195e+003 4.3434e+005 2.1966e+005 1.7849e+005 1.2306911 Spencer Method 3.6195e+003 4.3434e+005 3.5705e+007 2.7005e+007 2.25206-1-005 1.69936 + 005 1.3222040 Page 1 of 9 <?xml version-"!. 0" encoding = "utf-8" standalone = "yes" ?> A_A, . , Backfm Tnmif <GSIData Version = "6.22"> A A Wlth Backtl11 lnPut <Analyses Len="l"> <Analysis> 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O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 0.OOOOe+000 0 . OOOOe + 000 0 . OOOOe + 000 0 .OOOOe+000 0 .OOOOe + 000 0.00006+000 0.OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0 .OOOOe+000 O.OOOOe+000 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 0 . OOOOe+000 0 . OOOOe + 000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 O.OOOOe+000 0 . OOOOe+000 SL# Weight Pore_Water Alpha Pore Air Phi_B Liquified = 0 0 0 0 0 0 0 0 0 0 0 1 1.7627e+003 O.OOOOe+000 -1.41056+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 5.1191e+003 O.OOOOe+000 -1.16906+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 8.2553e+003 O.OOOOe+000 -9.2958e+000 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 1.06986+004 O.OOOOe+000 -6.9630e+000 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 1.50196+004 O.OOOOe+000 -4.54646+000 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 1.79326+004 O.OOOOe+000 -1.99716+000 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 2.05826+004 O.OOOOe+000 5.4827e-001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 2.2972e+004 O.OOOOe+000 3.0947e+000 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 2.50996+004 O.OOOOe+000 5.64736+000 .00006+000 O.OOOOe+000 O.OOOOe+000 0 10 2.6962e+004 O.OOOOe+000 8.2112e+000 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 2.23126+004 O.OOOOe+000 1.05136+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Force Fn. 1 1 1 1 1 1 1 1 1 1 1 .OOOOe+000 .00006+000 . OOOOe+000 .00006+000 .OOOOe+000 .OOOOe+000 .00006+000 .00006+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 Seismic_F Seismic_Y 0 0 0 0 0 0 0 0 0 0 0 . OOOOe+000 .OOOOe+000 . OOOOe+000 . OOOOe+000 .OOOOe+000 . OOOOe+000 . OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 12 2.3162e+004 O.OOOOe+000 1.2554e+001 O.OOOOe+000 0 . OOOOe+000 O.OOOOe+000 0 13 2.16786+004 O.OOOOe+000 1.4517e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 3.42106+003 O.OOOOe+000 1.5602e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 1.87416+004 O.OOOOe+000 1.65506+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 2.2783e+004 O.OOOOe+000 1.8307e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 2.35356+004 O.OOOOe+000 2.0233e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 2.37026+004 O.OOOOe+000 2.21576+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 2.4542e+004 O.OOOOe+000 2.4081e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 3.4228e+004 O.OOOOe+000 2.6383e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 3.52456+004 O.OOOOe+000 2.90806+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 3.5940e+004 O.OOOOe+000 3.1850e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 3.62826+004 O.OOOOe+000 3.4707e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 2.60116+004 O.OOOOe+000 3.7242e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 2.54186+004 O.OOOOe+000 3.9442e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 2.9773e+004 O.OOOOe+000 4.1966e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 2.82886+004 O.OOOOe+000 4.4848e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 3.5390e+004 O.OOOOe+000 4.8518e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 1.8917e+004 O.OOOOe+000 5.21966+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 2.3574e+004 O.OOOOe+000 5.6478e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 8.89416+003 O.OOOOe+000 6.26256+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 1 .OOOOe+000 1 . OOOOe + 000 1 . OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 1 .OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 Ordinary_Method_Fm= 1.4506458 Applied_Lambda= 0. SL# Normal M ShearMob Phi Angle Cohesion 1 1.7096e+003 1.91606+003 3.3000e+001 2 5.01296+003 3.38376+003 3.3000e+001 3 8.14696+003 4 . 7779e + 003 3.3000e + 001 4 1.06196+004 3.8228e+003 2.2000e+001 5 1.49726+004 5.1380e+003 2.20006+001 6 1.79216+004 5.95696+003 2.20006+001 7 2.05826+004 6.69756+003 2.2000e+001 8 2.29396+004 7.3553e+003 2.2000e+001 9 2.4978e+004 7.9265e+003 2.20006+001 10 2.66856+004 8.4074e+003 2.2000e+001 11 2.1937e+004 6.88116+003 2.20006+001 12 2.26086+004 7.07366+003 2.20006+001 2.50006+002 2 .5000e+002 2 .50006+002 2.00006+002 2 . OOOOe+002 2 .OOOOe+002 2 . OOOOe+002 2.0000e+002 2 . OOOOe+002 2.00006+002 2 . OOOOe+002 2.00006+002 0 . OOOOe+000 0 . OOOOe + 000 0 . OOOOe+000 0 . OOOOe + 000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe + 000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0000 13 2.09866+004 6.5571e+003 2.2000e+001 14 3.29496+003 1.0291e+003 2.2000e+001 15 1.7964e+004 1.04936+004 3.50006+001 16 2.1630e+004 1.26196+004 3.50006+001 17 2.20826+004 1.2863e+004 3.50006+001 18 2.19526+004 1.27706+004 3.50006+001 19 2.24066+004 1.30216+004 3.50006+001 20 3.06636+004 1.13726+004 2.50006+001 21 3.08026+004 1.14556+004 2.50006+001 22 3.05286+004 1.14126+004 2.50006+001 23 2.98276+004 1.12406+004 2.50006+001 24 2.0707e+004 7.88906+003 2.5000e+001 25 1.96296+004 7.58086+003 2.50006+001 26 2.21386+004 1.38876+004 3.5000e+001 27 2.00566+004 1.30386+004 3.50006+001 28 2.34426+004 1.63126+004 3.50006+001 29 1.15966+004 8.97136+003 3.50006+001 30 1.30196+004 1.26556+004 3.50006+001 31 4.08976+003 5.00506+003 3.30006+001 2.00006+002 2.00006+002 6.00006+002 6 . 00006 + 002 6 . OOOOe+002 6.00006+002 6.00006+002 3.00006+002 3.00006+002 3.00006+002 3.00006+002 3.00006+002 3.00006+002 6. OOOOe+002 6. OOOOe+002 6. OOOOe+002 6. OOOOe+002 6. OOOOe+002 2.50006+002 Bishop Method_Fm= 1.5793120 Applied_Lambda= 0.0000 SL# Normal_M ShearMob Phi Angle Cohesion SideLeft ShearLeft SideRight ShearRight 1 2.32246+003 2.01196+003 3.30006+001 O.OOOOe+000 -2.73216+003 O.OOOOe+000 2 5.94936+003 3.49316+003 3.30006+001 O.OOOOe+000 -7.71336+003 O.OOOOe+000 3 9.15006+003 4.80116+003 3.30006+001 O.OOOOe+000 -1.43966+004 O.OOOOe+000 4 1.1225e+004 3.66626+003 2.20006+001 O.OOOOe+000 -1.9727e+004 O.OOOOe+000 5 1.54516+004 4.84206+003 2.20006+001 O.OOOOe+000 -2.6204e+004 O.OOOOe+000 6 1.81356+004 5.52646+003 2.20006+001 O.OOOOe+000 -3.28346+004 O.OOOOe+000 7 2.05256+004 6.13736+003 2.20006+001 O.OOOOe+000 -3.9291e+004 O.OOOOe+000 8 2.2645e+004 6.6810e+003 2.2000e+001 O.OOOOe+000 -4.52936+004 O.OOOOe+000 9 2.45156+004 7.16236+003 2.20006+001 O.OOOOe+000 -5.05946+004 O.OOOOe+000 10 2.6148e+004 7.58506+003 2.20006+001 O.OOOOe+000 -5.49836+004 O.OOOOe+000 11 2.15406+004 6.21896+003 2.2000e+001 O.OOOOe+000 -5.7671e+004 O.OOOOe+000 12 2.23026+004 6.41896+003 2.20006+001 O.OOOOe+000 -5.9609e+004 O.OOOOe+000 13 2.0845e+004 5.9868e+003 2.2000e+001 O.OOOOe+000 -6.0666e+004 O.OOOOe+000 14 3.28876+003 9.43696+002 2.20006+001 O.OOOOe+000 -6.07676+004 O.OOOOe+000 15 1.68386+004 9.13876+003 3.50006+001 O.OOOOe+000 -6.54176+004 O.OOOOe+000 16 2.0355e+004 1.10256+004 3.5000e+001 O.OOOOe+000 -7.0317e+004 O.OOOOe+000 2 . 50006+002 2.50006+002 2.50006+002 2 . OOOOe+002 2.00006+002 2.00006+002 2.00006+002 2 . OOOOe+002 2.00006+002 2 . OOOOe+002 2.00006+002 2.00006+002 2.00006 + 002, 2.00006+002 6.00006+002 6 . OOOOe+002 0 . OOOOe+000 2 .73216+003 7.71336+003 1.4396e+004 1.97276+004 2 .62046+004 3 .28346+004 3 . 9291e+004 4 .52936+004 5.0594e+004 5.49836+004 5 .76716+004 5 .96096+004 6.0666e+004 6 . 07676 + 004 6.54176+004 17 2.0922e+004 1.1301e+004 3.5000e+001 O.OOOOe+000 -7.4533e+004 O.OOOOe+000 18 2.0994e+004 1.13056+004 3.5000e+001 O.OOOOe+000 -7.7936e+004 O.OOOOe+000 19 2.16866+004 1.1641e+004 3.50006+001 O.OOOOe+000 -8.05966+004 O.OOOOe+000 20 3.27306+004 1.10566+004 2.5000e+001 O.OOOOe+000 -7.68896+004 O.OOOOe+000 21 3.39666+004 1.14566+004 2.50006+001 O.OOOOe+000 -7.1381e+004 O.OOOOe+000 22 3.49906+004 1.17996+004 2.50006+001 O.OOOOe+000 -6.39886+004 O.OOOOe+000 23 3.57786+004 1.20816+004 2.50006+001 O.OOOOe+000 -5.4656e+004 O.OOOOe+000 24 2.59886+004 8.80566+003 2.50006+001 O.OOOOe+000 -4.6774e+004 O.OOOOe+000 25 2.57166+004 8.7604e+003 2.50006+001 O.OOOOe+000 -3.8057e+004 O.OOOOe+000 26 2.67506+004 1.48006+004 3.5000e+001 O.OOOOe+000 -3.24746+004 O.OOOOe+000 27 2.5573e+004 1.44226+004 3.50006+001 O.OOOOe+000 -2.59806+004 O.OOOOe+000 28 3.21456+004 1.88426+004 3.5000e+001 O.OOOOe+000 -1.61916+004 O.OOOOe+000 29 1.71086+004 1.06846+004 3.5000e+001 O.OOOOe+000 -1.03136+004 O.OOOOe+000 30 2.02976+004 1.48516+004 3.5000e+001 O.OOOOe+000 -3.22556+003 O.OOOOe+000 31 7.6511e+003 6.0617e+003 3.3000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 6. OOOOe+002 6 . OOOOe+002 6 . OOOOe+002 3 .OOOOe+002 3 .OOOOe+002 3 .OOOOe+002 3 .OOOOe+002 3 . 00006+002 3 .OOOOe+002 6. OOOOe+002 6.00006+002 6.00006+002 6 . OOOOe+002 6. OOOOe+002 2 . 50006+002 7 . 0317e+004 7 .45336+004 7 . 7936e+004 8 . 05966+004 7 . 6889e+004 7 . 13816+004 6 .39886+004 5.46566+004 4 .67746+004 3 .80576+004 3 .24746+004 2 .59806+004 1 .61916+004 1 .03136+004 3 .22556+003 Janbu Method_Ff= 1.4468941 Applied_Lambda= 0.0000 SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 2.37126+003 2.21796+003 3.3000e+001 O.OOOOe+000 -2.73216+003 O.OOOOe+000 2 6.01766+003 3.8434e+003 3.3000e+001 O.OOOOe+000 -7.7133e+003 O.OOOOe+000 3 9.2227e+003 5.2731e+003 3.3000e+001 O.OOOOe+000 -1.4396e+004 O.OOOOe+000 4 1.1265e+004 4.01296+003 2.20006+001 O.OOOOe+000 -1.97276+004 O.OOOOe+000 5 1.54856+004 5.29466+003 2.20006+001 O.OOOOe+000 -2.62046+004 O.OOOOe+000 6 1.81526+004 6.03686+003 2.2000e+001 O.OOOOe+000 -3.2834e+004 O.OOOOe+000 7 2.05206+004 6.6976e+003 2.20006+001 O.OOOOe+000 -3.92916+004 O.OOOOe+000 8 2.26146+004 7.28396+003 2.20006+001 O.OOOOe+000 -4.5293e+004 O.OOOOe+000 9 2.44556+004 7.8012e+003 2.2000e+001 O.OOOOe+000 -5.05946+004 O.OOOOe+000 10 2.60586+004 8.2539e+003 2.2000e+001 O.OOOOe+000 -5.49836+004 O.OOOOe+000 Cohesion 2.50006+002 2.50006+002 2.50006+002 2.00006+002 2.00006+002 2.00006+002 2.0000e+002 2.00006+002 2.00006+002 2.00006+002 SideLeft ShearLeft 0 .OOOOe+000 2 .73216+003 7 .71336+003 1.43966+004 1.97276+004 2.62046+004 3 .28346+004 3 .92916+004 4 .52936 + 004 5.05946+004 11 2.14466+004 6.7618e+003 2.2000e+001 O.OOOOe+000 -5.7671e+004 O.OOOOe+000 12 2.21866+004 6.9741e+003 2.20006+001 O.OOOOe+000 -5.96096+004 O.OOOOe+000 13 2.0721e+004 6.5001e+003 2.2000e+001 O.OOOOe+000 -6.06666+004 O.OOOOe+000 14 3.2677e+003 1.02426+003 2.20006+001 O.OOOOe+000 -6.0767e+004 O.OOOOe+000 15 1.66356+004 9.87646+003 3.50006+001 O.OOOOe+000 -6.54176+004 O.OOOOe+000 16 2.00856 + 004 1 . 1904e + 004 3.50006+001 O.OOOOe+000 -7.0317e+004 O.OOOOe+000 17 2.06196+004 1.21886+004 3.50006+001 O.OOOOe+000 -7.45336+004 O.OOOOe+000 18 2.0664e+004 1.2180e+004 3.5000e+001 O.OOOOe+000 -7.79366+004 O.OOOOe+000 19 2.13196+004 1.25286+004 3.50006+001 O.OOOOe+000 -8.0596e+004 O.OOOOe+000 20 3.23246+004 1.19376+004 2.5000e+001 O.OOOOe+000 -7.68896+004 O.OOOOe+000 21 3.35036+004 1.2355e+004 2.5000e+001 O.OOOOe+000 -7.13816+004 O.OOOOe+000 22 3.44656+004 1.27106+004 2.50006+001 O.OOOOe+000 -6.3988e+004 O.OOOOe+000 23 3.51916+004 1.2997e+004 2.50006+001 O.OOOOe+000 -5.46566+004 O.OOOOe+000 24 2.5526e+004 9.46276+003 2.5000e+001 O.OOOOe+000 -4.67746+004 O.OOOOe+000 25 2.5227e+004 9.40446+003 2.50006+001 O.OOOOe+000 -3.80576+004 O.OOOOe+000 26 2.5953e+004 1.57696+004 3.50006+001 O.OOOOe+000 -3.2474e+004 O.OOOOe+000 27 2.47406+004 1.53396+004 3.50006+001 O.OOOOe+000 -2.5980e+004 O.OOOOe+000 28 3.0962e+004 1.9993e+004 3.5000e+001 O.OOOOe+000 -1.61916+004 O.OOOOe+000 29 1.63796+004 1.13096+004 3.50006+001 O.OOOOe+000 -1.03136+004 O.OOOOe+000 30 1.91836+004 1.56716+004 3.50006+001 O.OOOOe+000 -3.2255e+003 O.OOOOe+000 31 7.1117e+003 6.37446+003 3.30006+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 2.00006+002 2.OOOOe+002 2.00006+002 2.00006+002 6.00006+002 6.0000e+002 6.OOOOe+002 6.0000e+002 6.0000e+002 3.00006+002 3.OOOOe+002 3.OOOOe+002 3.00006+002 3.00006+002 3.00006+002 6.00006+002 6.OOOOe+002 6.OOOOe+002 6.00006+002 6.OOOOe+002 2.50006+002 5.4983e+004 5.76716+004 5.96096+004 6.06666+004 6.07676+004 6.54176+004 7.03176+004 7.45336+004 7.79366+004 8.05966+004 7 .68896+004 7.13816+004 6 .39886 + 004 5.46566+004 4.67746+004 3.8057e+004 3 .24746+004 2.59806+004 1.61916+004 1 .03136 + 004 3 .22556+003 Spencer_Method_Fm= 1.5700348 Applied_Lambda= -0.4012 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft ShearLeft SideRight ShearRight 1 3.9732e+003 2.7066e+003 3.30006+001 2.5000e+002 O.OOOOe+000 O.OOOOe+000 -3.56766+003 -1.4312e+003 2 8.79516+003 4.69086+003 3.30006+001 2.50006+002 3.56766+003 1.43126+003 -9.90736+003 -3.9745e+003 3 1.27596+004 6.32246+003 3.30006+001 2.50006+002 9.90736+003 3.9745e+003 -1.8171e+004 -7.2898e+003 4 1.37116+004 4.32776+003 2.20006+001 2.00006+002 1.81716+004 7.28986+003 -2.41226+004 -9.67706+003 5 1.83496+004 5.6164e+003 2.20006+001 9.67706+003 -3.11706+004 -1.25046+004 6 2.09776+004 6.29056+003 2.20006+001 1.2504e+004 -3.81846+004 -1.53186+004 7 2.31796+004 6.85656+003 2.20006+001 1.53186+004 -4.48176+004 -1.79796+004 8 2.50076+004 7.32836+003 2.20006+001 1.79796+004 -5.07846+004 -2.03736+004 9 2.65036+004 7.71646+003 2.20006+001 2.03736+004 -5.58566+004 -2.24076+004 10 2.77016+004 8.02946+003 2.2000e+001 2.24076+004 -5.98486+004 -2.40096+004 11 2.24226+004 6.4826e+003 2.20006+001 2.40096+004 -6.2132e+004 -2.49256+004 12 2.28666+004 6.60206+003 2.20006+001 2.49256+004 -6.36096+004 -2.5518e+004 13 2.10716+004 6.08026+003 2.20006+001 2.55186+004 -6.42156+004 -2.57616+004 14 3.29866+003 9.51816+002 2.2000e+001 2.57616+004 -6.42456+004 -2.57736+004 15 1.83886+004 9.88376+003 3.50006+001 2.57736+004 -6.8484e+004 -2.7473e+004 16 2.19196+004 1.17886+004 3.50006+001 2.74736+004 -7.27946+004 -2.92026+004 17 2.21926+004 1.19346+004 3.50006+001 2.92026+004 -7.63206+004 -3.06176+004 18 2.19396+004 1.17936+004 3.50006+001 3.06176+004 -7.89726+004 -3.16816+004 19 2.23316+004 1.19976+004 3.50006+001 3.16816+004 -8.08186+004 -3.2421e+004 20 3.10286+004 1.06166+004 2.50006+001 3.24216+004 -7.65426+004 -3.07066+004 21 3.16026+004 1.08226+004 2.50006+001 3.07066+004 -7.06396+004 -2.8338e+004 22 3.19376+004 1.09636+004 2.50006+001 2.83386+004 -6.30936+004 -2.5311e+004 23 3.20176+004 1.10366+004 2.50006+001 2.53116+004 -5.39226+004 -2.1632e+004 24 2.28516+004 7.92606+003 2.50006+001 2.1632e+004 -4.6386e+004 -1.8609e+004 25 2.22696+004 7.78846+003 2.50006+001 1.86096+004 -3.82286+004 -1.5336e+004 26 2.43616+004 1.3822e+004 3.50006+001 1.53366+004 -3.21996+004 -1.2917e+004 27 2.28676+004 1.33006+004 3.50006+001 1.29176+004 -2.54746+004 -1.02196+004 28 2.81156+004 1.71566+004 3.50006+001 1.02196+004 -1.57136+004 -6.30336+003 29 1.46686+004 9.6591e+003 3.50006+001 6.30336+003 -9.98896+003 -4.0072e+003 30 1.71826+004 1.35496+004 3.50006+001 4.00726+003 -3.0318e+003 -1.21636+003 31 6.13466+003 5.47036+003 3.30006+001 1.21636+003 O.OOOOe+000 O.OOOOe+000 2 . OOOOe+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 2.00006+002 6.00006+002 6.00006+002 6.00006+002 6.OOOOe+002 6.OOOOe+002 3.0000e+002 3.00006+002 3.OOOOe+002 3.OOOOe+002 3.00006+002 3.OOOOe+002 6.OOOOe+002 6.OOOOe+002 6.00006+002 6.00006+002 6.0000e+002 2.50006+002 2.4122e+004 3.1170e+004 3 . 8184e+004 4 . 4817e+004 5 . 07846 + 004 5 . 5856e+004 5.9848e+004 6 .2132e + 004 6 . 36096 + 004 6 .4215e+004 6 .4245e+004 6 . 84846+004 7.27946+004 7 . 6320e+004 7.8972e+004 8 . 0818e + 004 7.65426+004 7.0639e+004 6 . 30936+004 5 .39226+004 4 .63866+004 3 .82286+004 3 .21996+004 2 .54746 + 004 1.57136+004 9 .98896 + 003 3 .03186+003 SIip_Surface_Summary Analysis Volume Weight Res_Moment Act_Moment Res Force Act Force FOS Ordinary Method 5.6353e+003 6.7624e+005 6.1628e+007 4.2483e+007 1.4506458 Bishop Method 5.6353e+003 6 .7624e+005 6.7094e+007 4.2483e+007 1.5793120 Janbu Method 5.6353e+003 6.7624e+005 3.5319e+005 2.44106+005 1.4468941 Spencer Method 5.6353e+003 6.7624e+005 6.6700e+007 4.2483e+007 3.6024e+005 2.28906+005 1.5700348 Page 1 of 9 <?xml version = "1.0" encoding = "utf-8" standalone = "yes" ?> B"B' with Tie Back prior to Gradini <GSIData Version = "6.22"> Input <Analyses Len = "l"> <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Met hod > Spencer </Method> <TimeIncrements /> <ExternalFiles /> <SlipDirection>RightToLeft</SlipDirection> <SideFunction SideFnType = "Constant" /> < Lambda >,999</Lambda> <SortDirection>l</SortDirection> <StartingTimeStep>0</StartingTimeStep> <PWPInitialOption>Initial PWP from Water Table</PWPInitialOption> <NumCritialSlipSurfaces>3</NumCritialSlipSurfaces> </Analysis> </Analyses> <Coordinates> <PageCoords Units="in" PageWidth = "10.5" PageHeight="8" PageXOrg = "0.72" PageYOrg = "-0.6" /> <EngCoords Units="ft" HorzScale = "500" VertScale = "500" XPageLeft="-30" XPageRight="407.5" YPageTop = "358.333333333333" YPageBottom = "25" XPageOrg = "30" YPageOrg = "-25" ShowGrid = 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file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI01.843\B-... 9/9/2009 Page 9 of 9 SlipSurfaceLineThickness = "l" MultipleSlipSurfaces="false" NumSlipSurfaces = "0" SigFiguresFofS = "4" AnalysisMethod = "2" AIIFofSValues="false" SafetyMap = "false" FluxSections="true" Particles="true" InitialConditions = "true" BoundaryConditions = "true" InitialWaterTable = "true" CoverDetail = "true" TimeStep="l" BodyLoad = "true" StructuralElements="true" TrussElements = "true" HistoryPoints-"true" Vectors="true" Contours = "true" ContourShading = "true" ContourInfiniteElements="true" TransientContours="true" TransientContourType="Pressure" FlowPath = "true" FluxType="0" ParticleShading="false" Deformation="true" DeformationShading = "false" YieldConditions="false" TimeStepNumbers="false" /> <Font> <FontInfo FaceName = "Arial" /> <NodeNumberSize>6</NodeNumberSize> <ElementNumberSize>6</ElementNumberSize> <AxisSize>10</AxisSize> <PointNumberSize>10</PointNumberSize> <RegionNumberSize>12</RegionNumberSize> </Font> <AnalysisLastViewed> SLOPE/ W</AnalysisLastViewed> </View> </GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI01.843\B-... 9/9/2009 La Costa Condominiums F.N. 23280.01 DATESTAMP 9/9/2009 TIMESTAMP 9:53:13 AM B-B' with Tie Back prior to Gradini Output Center_X Center_Y Radius Slip_Surface Method 2.3823806+002 2.2847006+002 6.5035066+001 301 2 SLtt X_Left Y_L_Top Y_L_Bottom X_Right Y_R_Top Y_R_Bottom Mid_Height Base_Length 1 2.182892e+002 1.6656996+002 1.6656996+002 1.6576746+002 1.0583146+000 2.8047826+000 2 2.2097656+002 1.6785246+002 1.6576746+002 1.6508896+002 3.0808456+000 2.7718476+000 3 2.2366396+002 1.691350e+002 1.6508896+002 1.6453046+002 4.9814816+000 2.7449246+000 4 2.2635126+002 1.7041766+002 1.6453046+002 1.6408886+002 6.7637446+000 2.7235386+000 5 2.2903856+002 1.7170026+002 1.6408886+002 1.6376176+002 8.4303826+000 2.7073266+000 6 2.3172586+002 1.7298276+002 1.6376176+002 1.6354756+002 9.9834506+000 2.6960246+000 7 2.3441316+002 1.7426536+002 1.6354756+002 1.6344486+002 1.1424376+001 2.6894516+000 8 2.3710046+002 1.7554796+002 1.6344486+002 1.6345346+002 1.2753956+001 2.6875066+000 9 2.3978776+002 1.7683056+002 1.6345346+002 1.6357316+002 1.3972456+001 2.6901586+000 10 2.4247506+002 1.7811306+002 1.6357316+002 1.6380466+002 1.5079526+001 2.6974496+000 11 2.4516236+002 1.7939566+002 1.6380466+002 1.6414916+002 1.6074276+001 2.7094926+000 12 2.4784966+002 1.8067826+002 1.6414916+002 1.6460856+002 1.6955176+001 2.7264796+000 13 2.5053696+002 1.8196086+002 1.6460856+002 1.651852e+002 1 . 772007e+001 2.748690e+000 14 2.5322426+002 1.8324346+002 1.6518526+002 1.6588256+002 1.8366116+001 2.7765016+000 15 2.5591156+002 1.8452596+002 1.6588256+002 1.6670446+002 1.8889646+001 2.8104116+000 16 2.585988e+002 1.8580856+002 1.6670446+002 1.6765616+002 1.9286116+001 2.8510636+000 17 2.6128616+002 1.8709116+002 1.6765616+002 1.6874376+002 1.9549916+001 2.8992806+000 18 2.6397346+002 1.8837376+002 1.6874376+002 1.6997486+002 1.9674206+001 2.9561246+000 19 2.6666076+002 1.8965626+002 1.6997486+002 1.7135866+002 1.9650586+001 3.0229666+000 20 2.6934806+002 1.9093886+002 1.7135866+002 1.7290676+002 1.9468776+001 3.1015986+000 21 2.7203536+002 1.9222146+002 1.7290676+002 1.7463316+002 1.9116076+001 3.1943966+000 2.2097656+002 2.2366396+002 2.2635126+002 2.2903856+002 2.3172586+002 2 .3441316 + 002 2 .3710046+002 2 .3978776+002 2 .4247506 + 002 2.4516236+002 2.4784966+002 2.5053696+002 2.5322426+002 2 .5591156 + 002 2.5859886+002 2 .6128616 + 002 2.6397346+002 2 .6666076 + 002 2 .6934806+002 2.7203536+002 2.7472266+002 1.6785246+002 1.6913506+002 1.7041766+002 1.7170026+002 1.7298276+002 1.7426536+002 1.7554796+002 1.7683056+002 1.7811306+002 1.7939566+002 1.8067826+002 1.8196086+002 1.8324346+002 1.8452596+002 1.8580856+002 1.8709116+002 1.8837376+002 1.8965626+002 1.9093886+002 1.9222146+002 1 .9350406+002 22 2.7472266+002 1.9350406+002 1.7463316+002 1.7655576+002 1.8576656 + 001 3 .304573e+000 23 2.7740996+002 1.9478656+002 1.7655576+002 1.7869716+002 1.7830446+001 3.4365836+000 24 2.8009726+002 1.9606916+002 1 . 786971e+002 1.8108716+002 1.6851556+001 3.5967886+000 25 2.8278456+002 1.9735176+002 1.8108716+002 1.8376556+002 1.5605756+001 3.7946406+000 26 2.8547186+002 1.9863436+002 1.8376556+002 1.8678786 + 002 1.4046246 + 001 4 . 044892e+000 27 2.8815916+002 1.9991686+002 1.8678786+002 1.9023556+002 1.2106246+001 4.3721266+000 28 2.9084646+002 2.0119946+002 1.9023556+002 1.9423696+002 9 .6845826 + 000 4.8211556+000 29 2.9353376+002 2.0248206+002 1.9423696+002 1.9901686+002 6.6142426+000 5.4851786+000 30 2.9622106+002 2.0376466+002 1.9901686+002 2.0504716+002 2.5791546+000 6.6048346+000 2.7740996+002 2.8009726+002 2.827845e+002 2.8547186+002 2.8815916+002 2.9084646+002 2.935337e+002 2.9622106+002 2 .9890836 + 002 1.9478656+002 1.9606916+002 1.9735176+002 1.9863436+002 1.9991686+002 2.0119946+002 2.0248206+002 2.0376466+002 2.0504716+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 0.OOOOe+000 0 . OOOOe+000 0 .OOOOe + 000 0.OOOOe+000 O.OOOOe+000 0 .OOOOe + 000 0 . OOOOe+000 0 .00006 + 000 0.OOOOe+000 0 .OOOOe+000 O.OOOOe+000 0 .OOOOe+000 0.OOOOe+000 0.00006+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore_Water Alpha Force Fn. Pore Air Phi B Liquified ====================================== 1 3.41286+002 O.OOOOe+000 -1.66276+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 9.9350e+002 O.OOOOe+000 -1.4170e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 1.6064e+003 O.OOOOe+000 -1.17406+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 2.18116+003 O.OOOOe+000 -9.33146+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 2.71866+003 O.OOOOe+000 -6.9391e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 3.2194e+003 O.OOOOe+000 -4.5590e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 3.68416+003 O.OOOOe+000 -2.18676+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 4.11286+003 O.OOOOe+000 1.8187e-001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 4.5058e+003 O.OOOOe+000 2.55076+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 4.86286+003 O.OOOOe+000 4.92406+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 5.18366+003 O.OOOOe+000 7.3057e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 5.4676e+003 O.OOOOe+000 9.7003e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 5.71436+003 O.OOOOe+000 1.21126+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe + 000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe + 000 0 .OOOOe+000 Seismic_F Seismic Y 0 . OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 0 .OOOOe+000 O.OOOOe+000 14 5.92266+003 O.OOOOe+000 1.45466+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 6.09156+003 O.OOOOe+000 1.7007e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 6.21936+003 O.OOOOe+000 1.95016+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 6.30446+003 O.OOOOe+000 2.20346+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 6.34456+003 O.OOOOe+000 2.4613e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 6.33686+003 O.OOOOe+000 2.7247e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 6.27826+003 O.OOOOe+000 2.99456+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 6.16456+003 O.OOOOe+000 3.27186+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 5.99056+003 O.OOOOe+000 3.55816+001 0.00006+000 O.OOOOe+000 O.OOOOe+000 0 23 5.74996+003 O.OOOOe+000 3.85506+001 O.OOOOe+000 O.OOOOe+000 0.00006+000 0 24 5.43426+003 O.OOOOe+000 4.1649e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 5.03256+003 O.OOOOe+000 4.49056+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 4.52966+003 O.OOOOe+000 4.83586+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 3.90406+003 O.OOOOe+000 5.20666+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 3.12306+003 O.OOOOe+000 5.61156+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 2.13296+003 O.OOOOe+000 6.06556+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 8.3172e+002 O.OOOOe+000 6.59816+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 1 .00006+000 1 . OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1. OOOOe+000 1 .OOOOe+000 1. OOOOe+000 1 . OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1 .OOOOe+000 1 .OOOOe+000 1 . OOOOe+000 1. OOOOe+000 1. OOOOe+000 1 .OOOOe+000 1 . OOOOe+000 Ordinary_Method_Fm= 1.3871239 Applied_Lambda= 0. SL# Normal M ShearMob Phi Angle Cohesion 1 3.2701e+002 9.7169e+002 l.OOOOe+001 2 9.63276+002 1.04176+003 l.OOOOe+001 3 1.57286+003 1.1102e+003 l.OOOOe+001 4 2.15236+003 1.17686+003 l.OOOOe+001 5 2.6987e+003 1.2409e+003 l.OOOOe+001 6 3.20926+003 1.30206+003 l.OOOOe+001 7 3.68146+003 1.35986+003 l.OOOOe+001 8 4.11286+003 1.41406+003 l.OOOOe+001 9 4.50136+003 1.46436+003 l.OOOOe+001 10 4.8448e+003 1.5104e+003 l.OOOOe+001 11 5.1415e+003 1.5521e+003 l.OOOOe+001 12 5.3895e+003 1.5893e+003 l.OOOOe+001 13 5.5871e+003 1.6217e+003 l.OOOOe+001 14 5.7328e+003 1.6495e+003 l.OOOOe+001 15 5.82516+003 1.67256+003 l.OOOOe+001 16 5.86256+003 1.6907e+003 l.OOOOe+001 17 5.84396+003 1.7043e+003 l.OOOOe+001 18 5.76806+003 1.71356+003 l.OOOOe+001 4 .6000e+002 4 .60006+002 4.60006+002 4 .60006+002 4 .60006+002 4.60006+002 4.60006+002 4 .60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.6000e+002 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 . OOOOe+000 0 .OOOOe+000 0 . OOOOe+000 O.OOOOe+000 0 . OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 . OOOOe+000 0000 4.60006+002 19 5.6337e+003 1.71866+003 l.OOOOe+001 20 5.4401e+003 1.72016+003 l.OOOOe+001 21 5.1864e+003 1.71866+003 l.OOOOe+001 22 4.87216+003 1.7152e+003 l.OOOOe+001 23 4.49686+003 1.71136+003 l.OOOOe+001 24 4.06066+003 1.70896+003 l.OOOOe+001 25 3.5644e+003 1.71156+003 l.OOOOe+001 26 3.00986+003 1.72406+003 l.OOOOe+001 27 2.40006+003 1.75506+003 l.OOOOe+001 28 1.74126+003 1.82016+003 l.OOOOe+001 29 1.04536+003 1.9519e+003 l.OOOOe+001 30 3.38546+002 2.23336+003 l.OOOOe+001 4 . 4 . 4. 4 . 4 . 4 . 4. 4. 4. 4. 4 . 4 . 6000e+002 60006+002 60006+002 60006+002 60006+002 60006+002 6000e+002 60006+002 60006+002 60006+002 6000e+002 60006+002 Bishop_Method_Fm= 1.4317949 Applied Lambda= 0.0000 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft ShearLeft SideRight ShearRight 1 6.49146+002 9.81056+002 l.OOOOe+001 O.OOOOe+000 -1.1868e+003 O.OOOOe+000 2 1.28966+003 1.0493e+003 l.OOOOe+001 O.OOOOe+000 -2.58356+003 O.OOOOe+000 3 1.87196+003 1.11246+003 l.OOOOe+001 O.OOOOe+000 -4.11956+003 O.OOOOe+000 4 2.40286+003 1.17096+003 l.OOOOe+001 O.OOOOe+000 -5.7326e+003 O.OOOOe+000 5 2.88786+003 1.22546+003 l.OOOOe+001 O.OOOOe+000 -7.3681e+003 O.OOOOe+000 6 3.33146+003 1.27646+003 l.OOOOe+001 O.OOOOe+000 -8.97736+003 O.OOOOe+000 7 3.7373e+003 1.3243e+003 l.OOOOe+001 O.OOOOe+000 -1.05176+004 O.OOOOe+000 8 4.10856+003 1.36946+003 l.OOOOe+001 O.OOOOe+000 -1.19496+004 O.OOOOe+000 9 4.44736+003 1.4120e+003 l.OOOOe+001 O.OOOOe+000 -1.32406+004 O.OOOOe+000 10 4.7557e+003 1.45236+003 l.OOOOe+001 O.OOOOe+000 -1.43586+004 O.OOOOe+000 11 5.03496+003 1.49056+003 l.OOOOe+001 O.OOOOe+000 -1.52796+004 O.OOOOe+000 12 5.28596+003 1.5269e+003 l.OOOOe+001 O.OOOOe+000 -1.59776+004 O.OOOOe+000 13 5.5093e+003 1.5616e+003 l.OOOOe+001 O.OOOOe+000 -1.6435e+004 O.OOOOe+000 14 5.70506+003 1.59466+003 l.OOOOe+001 O.OOOOe+000 -1.66346+004 O.OOOOe+000 15 5.87266+003 1.6261e+003 l.OOOOe+001 O.OOOOe+000 -1.65646+004 O.OOOOe+000 16 6.01126+003 1.65636+003 l.OOOOe+001 O.OOOOe+000 -1.62136+004 O.OOOOe+000 17 6.11926+003 1.68506+003 l.OOOOe+001 O.OOOOe+000 -1.55786+004 O.OOOOe+000 18 6.1940e+003 1.71256+003 l.OOOOe+001 O.OOOOe+000 -1.4657e+004 O.OOOOe+000 19 6.23236+003 1.73876+003 l.OOOOe+001 O.OOOOe+000 -1.34556+004 O.OOOOe+000 4 . 4 . 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 .60006+002 .60006+002 .60006+002 .60006+002 .60006+002 .60006+002 .60006+002 .60006+002 .60006+002 . 60006+002 .60006+002 .60006+002 .60006+002 . 60006+002 .60006+002 .60006+002 .60006+002 .60006+002 .60006+002 0. 1 . 2. 4. 5. 7. 8. 1. 1. 1 . 1. 1. 1. 1 . 1 . 1. 1. 1 . 1, OOOOe+000 18686+003 58356+003 1195e+003 73266+003 3681e+003 97736+003 0517e+004 19496+004 32406+004 43586+004 52796+004 59776+004 64356+004 6634e+004 65646+004 .62136+004 .55786+004 .46576+004 20 6.2295e+003 1.7636e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -1.1985e+004 O.OOOOe+000 21 6.17886+003 1.78726+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -1.02646+004 O.OOOOe+000 22 6.07136+003 1.8094e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -8.32496+003 O.OOOOe+000 23 5.89406+003 1.8299e+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -6.2111e+003 O.OOOOe+000 24 5.62836+003 1.84876+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -3.98806+003 O.OOOOe+000 25 5.2462e+003 1.86526+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -1.75046+003 O.OOOOe+000 26 4.70386+003 1.87886+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 3.60806+002 O.OOOOe+000 27 3.9277e+003 1.8884e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 2.12926+003 O.OOOOe+000 28 2.7846e+003 1.8918e+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 3.20106+003 O.OOOOe+000 29 9.98996+002 1.88536+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 2.94106+003 O.OOOOe+000 30 -2.12986+003 1.8597e+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu_Method_Ff= 1.3492910 Applied_Lambda= O.C SL# Normal_F ShearMob Phi_Angle Cohesion SideRight ShearRight 1 6.66036+002 1.0432e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -1.1868e+003 O.OOOOe+000 2 1.30486+003 1.11556+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -2.58356+003 O.OOOOe+000 3 1.88516+003 1.18216+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -4.11956+003 O.OOOOe+000 4 2.41376+003 1.2439e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -5.73266+003 O.OOOOe+000 5 2.89626+003 1.30156+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -7.3681e+003 O.OOOOe+000 6 3.33716+003 1.3552e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -8.97736+003 O.OOOOe+000 7 3.7402e+003 1.4057e+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -1.05176+004 O.OOOOe+000 8 4.10836+003 1.4531e+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -1.19496+004 O.OOOOe+000 9 4.44396+003 1.49796+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -1.32406+004 O.OOOOe+000 10 4.74886+003 1.5402e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -1.43586+004 O.OOOOe+000 11 5.02456+003 1.58036+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -1.52796+004 O.OOOOe+000 12 5.27186+003 1.6184e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -1.5977e+004 O.OOOOe+000 13 5.4912e+003 1.6547e+003 l.OOOOe+001 4.60006+002 O.OOOOe+000 -1.64356+004 O.OOOOe+000 14 5.6828e+003 1.6892e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 -1.66346+004 O.OOOOe+000 1 . 34556+004 1 . 1985e+004 1 . 0264e+004 8 . 3249e+003 6 . 2111e+003 3 . 98806+003 1 . 7504e+003 -3 . 60806+002 -2 . 12926+003 -3 . 20106+003 -2 . 94106+003 1000 SideLeft ShearLeft 0 . OOOOe+000 1.18686+003 2 .58356+003 4.11956+003 5 .73266+003 7.36816+003 8.9773e+003 1 . 05176+004 1 . 1949e+004 1 .32406+004 1 .43586+004 1 .52796+004 1.5977e+004 1.64356+004 15 5.8461e+003 1.7221e+003 l.OOOOe+001 O.OOOOe+000 -1.6564e+004 O.OOOOe+000 16 5.9802e+003 1.7535e+003 l.OOOOe+001 O.OOOOe+000 -1.62136+004 O.OOOOe+000 17 6.0832e+003 1.7834e+003 l.OOOOe+001 O.OOOOe+000 -1.5578e+004 O.OOOOe+000 18 6.1529e+003 1.8119e+003 l.OOOOe+001 O.OOOOe+000 -1.4657e+004 O.OOOOe+000 19 6.1858e+003 1.83906+003 l.OOOOe+001 O.OOOOe+000 -1.34556+004 O.OOOOe+000 20 6.1771e+003 1.86466+003 l.OOOOe+001 O.OOOOe+000 -1.19856+004 O.OOOOe+000 21 6.12016+003 1.88886+003 l.OOOOe+001 O.OOOOe+000 -1.02646+004 O.OOOOe+000 22 6.00566+003 1.9114e+003 l.OOOOe+001 O.OOOOe+000 -8.32496+003 O.OOOOe+000 23 5.8208e+003 1.93236+003 l.OOOOe+001 O.OOOOe+000 -6.21116+003 O.OOOOe+000 24 5.5466e+003 1.95116+003 l.OOOOe+001 O.OOOOe+000 -3.9880e+003 O.OOOOe+000 25 5.1550e+003 1 . 9673e+003 l.OOOOe+001 O.OOOOe+000 -1.75046+003 O.OOOOe+000 26 4.6016e+003 1.98036+003 l.OOOOe+001 O.OOOOe+000 3.6080e+002 O.OOOOe+000 27 3.8126e+003 1.98886+003 l.OOOOe+001 O.OOOOe+000 2.12926+003 O.OOOOe+000 28 2.6538e+003 1.9904e+003 l.OOOOe+001 O.OOOOe+000 3.20106+003 O.OOOOe+000 29 8.4800e+002 1.9808e+003 l.OOOOe+001 O.OOOOe+000 2.9410e+003 O.OOOOe+000 30 -2.30896+003 1.9500e+003 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 4.6000e+002 4 .60006 + 002 4.60006+002 4.6000e+002 4 .60006+002 4.60006+002 4.60006+002 4 .60006+002 4.60006+002 4 .60006 + 002 4.60006+002 4 .60006 + 002 4 .60006+002 4.6000e+002 4.6000e+002 4.60006+002 1 . 6634e+004 1 . 6564e+004 1 . 6213e+004 1 . 5578e+004 1 .46576+004 1 .34556 + 004 1.1985e+004 1 . 02646 + 004 8 .32496 + 003 6 .2111e+003 3 . 98806+003 1 . 7504e+003 -3 .60806+002 -2 .12926 + 003 -3 .20106 + 003 -2 .94106+003 Spencer_Method Fm= 1.4304120 Applied_Lambda= -0.2500 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft Shear-Left SideRight ShearRight 1 9.9389e+002 1.0245e+003 l.OOOOe+001 O.OOOOe+000 -1.2716e+003 -3.1789e+002 2 1.68506+003 1.09916+003 l.OOOOe+001 3.1789e+002 -2.75616+003 -6.8904e+002 3 2.29566+003 1 . 1657e+003 l.OOOOe+001 6.89046+002 -4.3719e+003 -1.0930e+003 4 2.8368e+003 1.2255e+003 l.OOOOe+001 1.09306+003 -6.04956+003 -1.51246+003 5 3.3175e+003 1.2796e+003 l.OOOOe+001 1.51246+003 -7.7297e+003 -1.93246+003 6 3.74496+003 1.3286e+003 l.OOOOe+001 1.93246+003 -9.36176+003 -2.3404e+003 7 4.12466+003 1.37336+003 l.OOOOe+001 2.34046+003 -1.09026+004 -2.72556+003 8 4.46126+003 1.41426+003 l.OOOOe+001 2.72556+003 -1.23136+004 -3.07836+003 9 4.75846+003 1.4517e+003 l.OOOOe+001 3.07836+003 -1.3563e+004 -3.39096+003 4 .60006+002 4 .60006 + 002 4.60006+002 4.6000e+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4 .60006+002 0 .OOOOe+000 1 .27166+003 2 .75616+003 4.3719e+003 6.04956+003 7 .72976+003 9.3617e+003 1.09026+004 1.23136+004 10 5.0193e+003 1.4862e+003 l.OOOOe+001 3.39096+003 -1.4626e+004 -3.6564e+003 11 5.24596+003 1.5180e+003 l.OOOOe+001 3.65646+003 -1.54776+004 -3.86926+003 12 5.44016+003 1.54746+003 l.OOOOe+001 3.86926+003 -1.60986+004 -4.02466+003 13 5.60296+003 1.57466+003 l.OOOOe+001 4.02466+003 -1.64766+004 -4.11896+003 14 5.73506+003 1.59986+003 l.OOOOe+001 4.1189e+003 -1.65976+004 -4.1493e+003 15 5.83656+003 1.62336+003 l.OOOOe+001 4.14936+003 -1.64566+004 -4.11396+003 16 5.90706+003 1.64506+003 l.OOOOe+001 4.11396+003 -1.60486+004 -4.0120e+003 17 5.94546+003 1.66536+003 l.OOOOe+001 4.01206+003 -1.53746+004 -3.84356+003 18 5.9499e+003 1.6841e+003 l.OOOOe+001 3.8435e+003 -1.44396+004 -3.6097e+003 19 5.91806+003 1.70176+003 l.OOOOe+001 3.60976+003 -1.32536+004 -3.31336+003 20 5.84596+003 1.71816+003 l.OOOOe+001 3.3133e+003 -1.18336+004 -2.95836+003 21 5.72866+003 1.73346+003 l.OOOOe+001 2.95836+003 -1.02026+004 -2.55056+003 22 5.55886+003 1.7479e+003 l.OOOOe+001 2.55056+003 -8.39196+003 -2.0980e+003 23 5.32686+003 1.76186+003 l.OOOOe+001 2.09806+003 -6.44796+003 -1.61206+003 24 5.0185e+003 1 . 7753e+003 l.OOOOe+001 1.6120e+003 -4.43036+003 -1.10766+003 25 4.61346+003 1.78906+003 l.OOOOe+001 1.10766+003 -2.42256+003 -6.0563e+002 26 4.0805e+003 1.8038e+003 l.OOOOe+001 6.05636+002 -5.42006+002 -1.35506+002 27 3.37046+003 1.82156+003 l.OOOOe+001 1.35506+002 1.03936+003 2.5982e+002 28 2.39806+003 1.84606+003 l.OOOOe+001 2.59826+002 2.05336+003 5.13336+002 29 1.00256+003 1.8875e+003 l.OOOOe+001 5.13336+002 2.03836+003 5.0957e+002 30 -1.15256+003 1.98196+003 l.OOOOe+001 5.09576+002 O.OOOOe+000 O.OOOOe+000 Slip_Surface_Summary Analysis Volume Weight Act Force FOS Ordinary Method 1.09156+003 1.3098e+005 1.3871239 Bishop Method 1.0915e+003 1.3098e+005 1.4317949 Janbu Method 1 . 09156+003 1.3098e+005 4.60006+002 4 . 6000e+002 4 . 60006+002 4.60006+002 4.60006+002 4.60006+002 4 . 6000e+002 4.60006+002 4.60006+002 4.60006+002 4 . 6000e+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4.60006+002 4 .60006+002 4.60006+002 4.6000e+002 Res Moment 4.26476+006 4.40206+006 1 . 35636+004 1 . 46266 + 004 1 . 54776+004 1 . 60986+004 1 . 64766+004 1 . 65976 + 004 1 . 64566+004 1.60486+004 ' 1 . 53746+004 1.44396+004 1.32536+004 1.18336+004 1 . 02026 + 004 8 .39196 + 003 6 .4479e + 003 4.43036+003 2 .42256 + 003 5 .42006 + 002 -1.03936+003 - -2.05336+003 - -2.03836+003 - Act Moment Res Force 3.07456+006 3.07456+006 5.69176+004 4.21836+004 1 Spencer Method 1.0915e+003 5.71076+004 4.00146+004 3492910 1.30986+005 1.4304120 4.39776+006 3.07456+006 Reinforcement_Summary Reinforcement Active Int_X lnt_Y Used_Resis Used_Load Avail_BL Req_BL 1 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 La Costa Condominiums F.N. 23280.01 DATES!AMP 9/9/2009 TIMES!AMP 9:53:13 AM Center_X CenterJY Radius Slip_Surface Method 2.0290106+002 2.4350406+002 1.0161916+002 644 2 SL# X_Left Y_L_!op Y_L_Bottom X_Right Y_R_!op Y_R_Bottom Mid_Height Base_Length 1 1.7529676+002 1.4570606+002 1.4570606+002 1.7932896+002 1.4760806+002 1.4465666+002 1.4977236+000 4.1667456+000 2 1.7932896+002 1.4760806+002 1.4465666+002 1.8336106+002 1.4950996+002 1.4378126+002 4.361437e+000 4.126367e+000 3 1.8336106+002 1.4950996+002 1.4378126+002 1.8739326+002 1.5141196+002 1.4307526+002 7.0536326+000 4.093772e+000 4 1.8739326+002 1.5141196+002 1.4307526+002 1.9142536+002 1.5331386+002 1.4253496+002 9.5783456+000 4.0684456+000 5 1.9142536+002 1.5331386+002 1.4253496+002 1.9500006+002 1.5500006+002 1.4219256+002 1.1809146+001 3.5912556+000 6 1.9500006+002 1.5500006+002 1.4219256+002 2.000000e+002 1.5750006+002 1.4192636+002 1.4221SOe+001 5.0075886+000 7 2.0000006+002 1.5750006+002 1.4192636+002 2.0500006+002 1.6000006+002 1.4190656+002 1.6864346+001 5.0005436+000 8 2.0500006+002 1.6000006+002 1.4190656+002 2.1000006+002 1.6250006+002 1.4213316+002 1.9261016+001 5.0056386+000 9 2.1000006+002 1.6250006+002 1.4213316+002 2.1500006+002 1.6500006+002 1.4260776+002 2.1410756+001 5.0229826+000 10 2.1500006+002 1.6500006+002 1.4260776+002 2.1900216+002 1.669101e+002 1.4316866+002 2.3087226+001 4.0415206+000 11 2.1900216+002 1.6691016+002 1.4316866+002 2.2300436+002 1.688202e+002 1.4389326+002 2.4354966+001 4.0674986+000 12 2.2300436+002 1.6882026+002 1.4389326+002 2.2700646+002 1.707303e+002 1.4478536+002 2.5457206+001 4.1006476+000 13 2.2700646+002 1.7073036+002 1.4478536+002 2.310086e+002 1.726405e+002 1.4584946+002 2.6389856+001 4.1414856+000 14 2.3100866+002 1.7264056+002 1.4584946+002 2.351006e+002 1.745934e+002 1.4712126+002 2.7155276+001 4.2853646+000 15 2.3510066+002 1.7459346+002 1.4712126+002 2.3919256+002 1.765464e+002 1.4858636+002 2.7740876+001 4.346654e+000 16 2.3919256+002 1.7654646+002 1.4858636+002 2.4328456+002 1.7849946+002 1.5025376+002 2.8128896+001 4.4189906+000 17 2.4328456+002 1.7849946+002 1.5025376+002 2.4737646+002 1.804524e+002 1.5213456+002 2.8309276+001 4.5038926+000 18 2.4737646+002 1.8045246+002 1.5213456+002 2.5146846+002 1.8240546+002 1.5424236+002 2.8269826+001 4.6033116+000 19 2.5146846+002 1.8240546+002 1.5424236+002 2.5556046+002 1.843584e+002 1.5659356+002 2.7995606+001 4.7197816+000 20 2.5556046+002 1.8435846+002 1.5659356+002 2.596523e+002 1.863113e+002 1.5920856+002 2.7468306+001 4.8566376+000 21 2.5965236+002 1.8631136+002 1.5920856+002 2.6374436+002 1.882643e+002 1.6211276+002 2.6665226+001 5.0183536+000 22 2.6374436+002 1.8826436+002 1.6211276+002 2.6783636+002 1.902173e+002 1.6533846+002 2.5557796+001 5.2110686+000 23 2.678363e+002 1.9021736+002 1.6533846+002 2.7192826+002 1.9217036+002 1.689273e+002 2.4109446+001 5.4434496+000 24 2.7192826+002 1.9217036+002 1.6892736+002 2.7602026+002 1.9412336+002 1.7293476+002 2.2272306+001 5.7281876+000 25 2.7602026+002 1.9412336+002 1.7293476+002 2.8011226+002 1.9607636+002 1.774367e+002 1.9981766+001 6.0847216+000 26 2.8011226+002 1.9607636+002 1.7743676+002 2.8420416+002 1.9802926+002 1.8254306+002 1.7147126+001 6.5446566+000 27 2.8420416+002 1.9802926+002 1.8254306+002 2.8829616+002 1.9998226+002 1.884211e+002 1.3634116+001 7.1636646+000 28 2.8829616+002 1.9998226+002 1.8842116+002 2.9238816+002 2.0193526+002 1.953531 e+002 9.2283146+000 8.0517136+000 29 2.9238816+002 2.0193526+002 1.9535316+002 2.9648006+002 2.038882e+002 2.0388826+002 3.5455396+000 9.4687666+000 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y P_Load_X P_Load_Y A_Modifier AS_Load_X AS_Load_Y Combined 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 3.3829e+004 -1.2313e+004 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore_Water Alpha Force Fn. Seismic_F Seismic_Y Pore_Air Phi_B Liquified 1 7.2468e+002 O.OOOOe+000 -1.4588e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 2.1103e+003 O.OOOOe+000-1.2250e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 3.4130e+003 O.OOOOe+000 -9.9322e+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 4.6346e+003 O.OOOOe+000 -7.6311e+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 5.0657e+003 7.5478e+001 -5.4718e+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 8.5329e+003 3.1719e+002 -3.0476e+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 1.0119e+004 4.9195e+002-2.2618e-001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 1.15576+004 5.90956+002 2.5947e+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 1.28466+004 6.1445e+002 5.42196+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 1.1088e+004 4.5613e+002 7.9773e+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 1.16976+004 3.81086+002 1.0263e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 1.22266+004 2.6322e+002 1.2566e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 1.26746+004 9.9838e+001 1.4890e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 1.3334e+004 O.OOOOe+000 1.72656+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 1.3622e+004 O.OOOOe+000 1.9699e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 1.3812e+004 O.OOOOe+000 2.2170e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 1.3901e+004 O.OOOOe+000 2.4685e+001 1.00006+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 1.3881e+004 O.OOOOe+000 2.7253e+001 1.0000e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 1.3747e+004 O.OOOOe+000 2.9881 e+001 1 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 1.3488e+004 O.OOOOe+000 3.2581 e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 1.30946+004 O.OOOOe+000 3.5365e+001 1.00006+000 O.OOOOe+000 O.OOOOe+000 0 22 1.25506+004 O.OOOOe+000 3.8249e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 1.1839e+004 O.OOOOe+000 4.1252e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 1.0936e+004 O.OOOOe+000 4.4402e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 9.8118e+003 O.OOOOe+000 4.7732e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 8.4199e+003 O.OOOOe+000 5.1292e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 6.6948e+003 O.OOOOe+000 5.5157e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 4.5314e+003 O.OOOOe+000 5.9446e+001 1. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 1.74106+003 O.OOOOe+000 6.43866+001 1.00006+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary_Method Fm= 1.4531392 Applied_Lambda= 0.0000 SL# NormaLM ShearMob Phi_Angle Cohesion 1 7.0132e+002 1.40416+003 1.0000e+001 4.60006+002 2 2.06236+003 1.55656+003 1.0000e+001 4.6000e+002 3 3.36186+003 1.7038e+003 1.0000e+001 4.6000e+002 4 4.5935e+003 1.84536+003 1.0000e+001 4.6000e+002 5 5.04266+003 1.73966+003 1.0000e+001 4.6000e+002 6 8.5208e+003 2.58066+003 1.00006+001 4.60006+002 7 1.01196+004 2.75116+003 1.0000e+001 4.6000e+002 8 1.15456+004 2.91376+003 1.0000e+001 4.6000e+002 9 1.27896+004 3.0673e+003 1.00006+001 4.60006+002 10 1.0981e+004 2.55646+003 1.0000e+001 4.6000e+002 11 1.15106+004 2.6379e+003 1.0000e+001 4.6000e+002 12 1.1933e+004 2.71416+003 1.0000e+001 4.6000e+002 13 1.2248e+004 2.7851 e+003 1.0000e+001 4.6000e+002 14 1.2733e+004 2.9017e+003 1.0000e+001 4.6000e+002 15 1.2825e+004 2.9321 e+003 1.0000e+001 4.6000e+002 16 1.27916+004 2.95106+003 1.0000e+001 4.60006+002 17 1.26316+004 2.95836+003 1.0000e+001 4.6000e+002 18 3.87776+004 6.1625e+003 1.0000e+001 4.6000e+002 19 1.19196+004 2.94046+003 1.0000e+001 4.6000e+002 20 1.13656+004 2.9165e+003 1.0000e+001 4.6000e+002 21 1.0678e+004 2.88426+003 1.0000e+001 4.6000e+002 22 9.85576+003 2.8455e+003 1.00006+001 4.60006+002 23 8.9004e+003 2.80326+003 1.0000e+001 4.6000e+002 24 7.81366+003 2.761 4e+003 1.0000e+001 4.6000e+002 25 6.5994e+003 2.7269e+003 1.0000e+001 4.6000e+002 26 5.2653e+003 2.7107e+003 1.0000e+001 4.6000e+002 27 3.8250e+003 2.73186+003 1.00006+001 4.60006+002 28 2.30356+003 2.8283e+003 1.00006+001 4.60006+002 29 7.5265e+002 3.0887e+003 1.0000e+001 4.6000e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Bishop_Method_ Fm= 1.5082502 Applied J_ambda= 0.0000 SL# NormaLM ShearMob PhLAngle Cohesion SideLeft ShearLeft SideRight ShearRight 1 1.1134e+003 1.4010e+003 1.0000e+001 4.6000e+002 O.OOOOe+000 O.OOOOe+000-1.8011e+003 O.OOOOe+000 2 2.49616+003 1.5503e+003 LOOOOe+001 4.60006+002 1.8011e+003 O.OOOOe+000 -4.0247e+003 O.OOOOe+000 3 3.76056+003 1.68820+003 1.0000e+001 4.6000e+002 4.0247e+003 O.OOOOe+000 -6.5279e+003 O.OOOOe+000 4 4.9193e+003 1.8159e+003 1.0000e+001 4.6000e+002 6.5279e+003 O.OOOOe+000 -9.1844e+003 O.OOOOe+000 5 5.25186+003 1.7004e+003 1.0000e+001 4.6000e+002 9.1844e+003 O.OOOOe+000 -1.1566e+004 O.OOOOe+000 6 8.6783e+003 2.5047e+003 1.0000e+001 4.6000e+002 1.1566e+004 O.OOOOe+000 -1.4803e+004 O.OOOOe+000 7 1.01296+004 2.65186+003 1.0000e+001 4.6000e+002 1.48036+004 O.OOOOe+000 -1.77836+004 O.OOOOe+000 8 1.1442e+004 2.79526+003 1.0000e+001 4.6000e+002 1.7783e+004 O.OOOOe+000-2.0359e+004 O.OOOOe+000 9 1.26266+004 2.9361 e+003 1.0000e+001 4.6000e+002 2.0359e+004 O.OOOOe+000 -2.2405e+004 O.OOOOe+000 10 1.08536+004 2.44816+003 1.0000e+001 4.60006+002 2.2405e+004 O.OOOOe+000 -2.3586e+004 O.OOOOe+000 11 1.1428e+004 2.5321e+003 1.0000e+001 4.6000e+002 2.35866+004 O.OOOOe+000 -2.4315e+004 O.OOOOe+000 12 1.19436+004 2.61616+003 1.0000e+001 4.6000e+002 2.4315e+004 O.OOOOe+000 -2.4553e+004 O.OOOOe+000 13 1.23966+004 2.7007e+003 1.0000e+001 4.6000e+002 2.45536+004 O.OOOOe+000-2.4273e+004 O.OOOOe+000 14 1.30826+004 2.83646+003 1.0000e+001 4.6000e+002 2.42736+004 O.OOOOe+000 -2.3411e+004 O.OOOOe+000 15 1.34326+004 2.8960e+003 1.0000e+001 4.6000e+002 2.3411e+004 O.OOOOe+000 -2.1932e+004 O.OOOOe+000 16 1.37136+004 2.95096+003 1.0000e+001 4.6000e+002 2.1932e+004 O.OOOOe+000 -1.98236+004 O.OOOOe+000 17 1.39206+004 3.00106+003 1.0000e+001 4.6000e+002 1.9823e+004 O.OOOOe+000 -1.7081 e+004 O.OOOOe+000 18 2.71096+004 4.57336+003 1.0000e+001 4.6000e+002 1.7081 e+004 O.OOOOe+000-4.3097e+004 O.OOOOe+000 19 1.40826+004 3.0857e+003 1.0000e+001 4.6000e+002 4.3097e+004 O.OOOOe+000-3.9127e+004 O.OOOOe+000 20 1.40136+004 3.11956+003 1.0000e+001 4.6000e+002 3.9127e+004 O.OOOOe+000 -3.4593e+004 O.OOOOe+000 21 1.38236+004 3.1466e+003 1.0000e+001 4.6000e+002 3.4593e+004 O.OOOOe+000 -2.9557e+004 O.OOOOe+000 22 1.34856+004 3.16586+003 1.00006+001 4.60006+002 2.9557e+004 O.OOOOe+000-2.4111 e+004 O.OOOOe+000 23 1.29626+004 3.1755e+003 1.0000e+001 4.6000e+002 2.4111 e+004 O.OOOOe+000-1.83866+004 O.OOOOe+000 24 1.22006+004 3.1733e+003 1.0000e+001 4.6000e+002 1.8386e+004 O.OOOOe+000-1.2571 e+004 O.OOOOe+000 25 1.11166+004 3.1554e+003 1.0000e+001 4.6000e+002 1.2571 e+004 O.OOOOe+000-6.9444e+003 O.OOOOe+000 26 9.5764e+003 3.1156e+003 1.0000e+001 4.6000e+002 6.9444e+003 O.OOOOe+000 -1.9224e+003 O.OOOOe+000 27 7.34586+003 3.0436e+003 1.0000e+001 4.60006+002 1.9224e+003 O.OOOOe+000 1.83656+003 O.OOOOe+000 28 3.96826+003 2.91966+003 I.OOOOe+001 4.6000e+002-1.83656+003 O.OOOOe+000 3.2074e+003 O.OOOOe+000 29-1.60506+003 2.7002e+003 1.0000e+001 4.6000e+002-3.2074e+003 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu_Method_Ff= 1.3539138 Applied_Lambda= 0.0000 SL# Normal_F ShearMob Phi_Angle Cohesion SideLeft Shear Left SideRight ShearRight 1 1.1544e+003 1.5660e+003 1.0000e+001 4.6000e+002 O.OOOOe+000 O.OOOOe+000-1.80116+003 O.OOOOe+000 2 2.53366+003 1.7319e+003 1.0000e+001 4.60006+002 1.8011e+003 O.OOOOe+000-4.0247e+003 O.OOOOe+000 3 3.79336+003 1.8849e+003 1.0000e+001 4.6000e+002 4.0247e+003 O.OOOOe+000 -6.5279e+003 O.OOOOe+000 4 4.94616+003 2.0264e+003 1.0000e+001 4.6000e+002 6.5279e+003 O.OOOOe+000-9.1844e+003 O.OOOOe+000 5 5.26976+003 1.8966e+003 1.0000e+001 4.6000e+002 9.1844e+003 O.OOOOe+000 -1.1566e+004 O.OOOOe+000 6 8.6929e+003 2.7922e+003 1.0000e+001 4.6000e+002 1.15666+004 O.OOOOe+000 -1.4803e+004 O.OOOOe+000 7 1.0130e+004 2.95426+003 1.0000e+001 4.6000e+002 1.4803e+004 O.OOOOe+000-1.77836+004 O.OOOOe+000 8 1.14286+004 3.11216+003 1.0000e+001 4.6000e+002 1.7783e+004 O.OOOOe+000 -2.0359e+004 O.OOOOe+000 9 1.2596e+004 3.2670e+003 1.0000e+001 4.6000e+002 2.0359e+004 O.OOOOe+000 -2.2405e+004 O.OOOOe+000 10 1.08176+004 2.72246+003 1.0000e+001 4.60006+002 2.2405e+004 O.OOOOe+000-2.3586e+004 O.OOOOe+000 11 1.1380e+004 2.8144e+003 1.0000e+001 4.6000e+002 2.35866+004 O.OOOOe+000-2.4315e+004 O.OOOOe+000 12 1.1881e+004 2.9063e+003 1.0000e+001 4.6000e+002 2.43156+004 O.OOOOe+000-2.4553e+004 O.OOOOe+000 13 1.2321e+004 2.99876+003 1.00006+001 4.6000e+002 2.4553e+004 O.OOOOe+000 -2.4273e+004 O.OOOOe+000 14 1.29906+004 3.14776+003 1.0000e+001 4.6000e+002 2.42736+004 O.OOOOe+000 -2.3411 e+004 O.OOOOe+000 15 1.3324e+004 3.2121e+003 1.0000e+001 4.6000e+002 2.3411 e+004 O.OOOOe+000 -2.1932e+004 O.OOOOe+000 16 1.3589e+004 3.2711e+003 1.00006+001 4.6000e+002 2.1932e+004 O.OOOOe+000 -1.98236+004 O.OOOOe+000 17 1.3778e+004 3.3247e+003 1.0000e+001 4.6000e+002 1.9823e+004 O.OOOOe+000-1.7081 e+004 O.OOOOe+000 18 2.68706+004 5.0634e+003 1.0000e+001 4.6000e+002 1.7081 e+004 O.OOOOe+000-4.3097e+004 O.OOOOe+000 19 1.3902e+004 3.4142e+003 1.0000e+001 4.6000e+002 4.3097e+004 O.OOOOe+000 -3.9127e+004 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29-4.48516+002 2.8471 e+003 1.OOOOe+001 4.60006+002 -1.6098e+003 -6.3220e+002 O.OOOOe+000 O.OOOOe+000 Slip_Surface_Summary Analysis Volume Weight Res_Moment Act_Moment Res_Force Act_Force FOS Ordinary Method 2.3507e+003 2.8209e+005 1.1725e+007 8.0684e+006 1.4531392 Bishop Method 2.3507e+003 2.8209e+005 1.2169e+007 8.0684e+006 1.5082502 Janbu Method 2.3507e+003 2.82096+005 1.0114e+005 7.4704e+004 1.3539138 Spencer Method 2.3507e+003 2.8209e+005 1.2119e+007 8.06846+006 1.0182e+005 6.7761 e+004 1.5020541 Reinforcement_Summary Reinforcement Active lnt_X lnt_Y Used_Resis Used_Load Avail_BL Req_BL 1 2.48616+002 1.52776+002 O.OOOOe+000 3.6000e+004 5.0000e+001 1.#INFe+000 Page 1 of 9 <?xml version="1.0" encoding="utf-8" standalone="yes" ?> B"B' with Tie Back prior to Grading <GSIData Version = "6.22"> -below Tie Back Input - <Analyses Len = "l"> - <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Method >Spencer</Method> <TimeIncrements /> <ExternalFiles /> 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1.551193e+002 1.577849e+002 5.148058e+000 3.384942e+000 30 2.091711e + 002 1.620856e+002 1. 577849e + 002 1.607723e+002 3.373238e+000 3.643792e+000 31 2.112567e + 002 1. 631283e + 002 1.607723e + 002 1.641711e+002 1.236881e+000 3.988327e+000 1.950000e+002 1.970000e+002 1.990000e+002 2.010000e+002 2.030000e+002 2.050000e+002 2.070856e+002 2.091711e+002 2.112567e+002 2.133422e+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X 1.550000e+002 1.560000e+002 1.570000e+002 1.580000e+002 1.590000e+002 1.600000e+002 1.610428e+002 1.620856e+002 1.631283e+002 1.641711e+002 P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 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l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 . 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O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore^Water Alpha Pore Air Phi_B Liquified 1 3.6024e+001 O.OOOOe+000 -8.5570e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 3.4900e+002 8.0859e+001 -7.1102e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 7.0134e+002 2.3317e+002 -5.0993e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 1.0322e+003 3.7362e+002 -3.0947e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 1.3707e+003 5.1391e+002 -1.0744e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 1.6698e+003 6.3701e+002 9.6398e-001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 1.9464e+003 7.4935e+002 3.0036e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 2.2004e+003 8.5126e+002 5.0471e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 2.4316e+003 9.4297e+002 7.0970e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 2.6397e+003 1.0246e+003 9.1561e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 2.8245e+003 1.0962e+003 1.1227e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Force Fn. l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic F Seismic Y O.OOOOe+000 O.OOOOe+000 0. OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 12 3.4258e+003 1.2642e+003 1.3464e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 3.5995e+003 1.1985e+003 1.5874e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 3.0390e+003 9.1521e+002 1.8086e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 3.1082e+003 8.4639e+002 2.0098e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 3.1553e+003 7.6459e+002 2.2137e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 3.1794e+003 6.6840e+002 2.4206e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 3.1794e+003 5.5611e+002 2.6309e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 3.1540e+003 4.2557e+002 2.8451e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 3.1017e+003 2.7411e+002 3.0637e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 3.0207e+003 9.8322e+001 3.2874e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 2.1769e+003 O.OOOOe+000 3.4868e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 2.6290e+003 O.OOOOe+000 3.6840e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 2.4945e+003 O.OOOOe+000 3.9092e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 2.3283e+003 O.OOOOe+000 4.1419e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 2.1267e+003 O.OOOOe+000 4.3833e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 1.8854e+003 O.OOOOe+000 4.6349e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 1.6602e+003 O.OOOOe+000 4.9047e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 1.2884e+003 O.OOOOe+000 5.1961e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 8.4421e+002 O.OOOOe+000 5.5080e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 3.0955e+002 O.OOOOe+000 5.8466e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.7204093 Applied SL# Normal M ShearMob Phi Angle 1 3.5623e+001 2.6844e+002 l.OOOOe+001 2 3.4632e+002 6.3420e+002 l.OOOOe+001 3 6.9856e+002 6.5242e+002 l.OOOOe+001 4 1.0307e+003 6.7055e+002 l.OOOOe+001 5 1.3705e+003 6.3270e+002 2.5000e+001 6 1.6696e+003 6.8040e+002 2.5000e+001 7 1.9437e+003 7.2475e+002 2.5000e+001 8 2.1919e+003 7.6539e+002 2.5000e+001 9 2.4130e+003 8.0199e+002 2.5000e+001 10 2.6061e+003 8.3429e+002 2.5000e+001 11 2.7704e+003 8.6208e+002 2.5000e+001 12 3.3316e+003 1.0312e+003 2.5000e+001 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 1 . OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 1 . OOOOe+000 Lambda= 0 . Cohesion 4 .6000e+002 4 . 6000e+002 4 . 6000e+002 4 .6000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 . OOOOe + 000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0000 13 3.4622e+003 1.0896e+003 2.5000e+001 14 2.8888e+003 8.0494e+002 l.OOOOe+001 15 2.9189e+003 8.2245e+002 l.OOOOe+001 16 2.9227e+003 8.3967e+002 l.OOOOe+001 17 2.8999e+003 8.5682e+002 l.OOOOe+001 18 2.8501e+003 8.7420e+002 l.OOOOe+001 19 2.7731e+003 8.9219e+002 l.OOOOe+001 20 2.6688e+003 9.1127e+002 l.OOOOe+001 21 2.5370e+003 9.3207e+002 l.OOOOe+001 22 1.7861e+003 7.0274e+002 l.OOOOe+001 23 2.1040e+003 8.8387e+002 l.OOOOe+001 24 1.9361e+003 8.8748e+002 l.OOOOe+001 25 1.7459e+003 8.9211e+002 l.OOOOe+001 26 1.5341e+003 8.9860e+002 l.OOOOe+001 27 1.3014e+003 9.0816e+002 l.OOOOe+001 28 1.0881e+003 9.6239e+002 l.OOOOe+001 29 7.9390e+002 9.8643e+002 l.OOOOe+001 30 4.8325e+002 1.0238e+003 l.OOOOe+001 31 1.6189e+002 1.0830e+003 l.OOOOe+001 Bishop Method Fm= 1.7402053 Applied SL# Normal M ShearMob Phi Angle SideRight ShearRight 1 7.6992e+001 2.6958e+002 l.OOOOe+001 O.OOOOe+000 -2.8531e+002 O.OOOOe+000 2 4.3098e+002 6.3557e+002 l.OOOOe+001 O.OOOOe+000 -9.8634e+002 O.OOOOe+000 3 7.6226e+002 6.5145e+002 l.OOOOe+001 O.OOOOe+000 -1.7202e+003 O.OOOOe+000 4 1.0697e+003 6.6688e+002 l.OOOOe+001 O.OOOOe+000 -2.4614e+003 O.OOOOe+000 5 1.3827e+003 6.2879e+002 2.5000e+001 O.OOOOe+000 -3.1324e+003 O.OOOOe+000 6 1.6588e+003 6.6976e+002 2.5000e+001 O.OOOOe+000 -3.7915e+003 O.OOOOe+000 7 1.9119e+003 7.0798e+002 2.5000e+001 O.OOOOe+000 -4.4164e+003 O.OOOOe+000 8 2.1433e+003 7.4366e+002 2.5000e+001 O.OOOOe+000 -4.9875e+003 O.OOOOe+000 9 2.3536e+003 7.7697e+002 2.5000e+001 O.OOOOe+000 -5.4873e+003 O.OOOOe+000 10 2.5436e+003 8.0804e+002 2.5000e+001 O.OOOOe+000 -5.9006e+003 O.OOOOe+000 11 2.7135e+003 8.3701e+002 2.5000e+001 O.OOOOe+000 -6.2142e+003 O.OOOOe+000 12 3.2817e+003 1.0061e+003 2.5000e+001 O.OOOOe+000 -6.4537e+003 O.OOOOe+000 13 3.4377e+003 1.0707e+003 2.5000e+001 O.OOOOe+000 -6.5701e+003 O.OOOOe+000 14 2.9355e+003 8.0051e+002 l.OOOOe+001 O.OOOOe+000 -6.4414e+003 O.OOOOe+000 15 3.0089e+003 8.2221e+002 l.OOOOe+001 O.OOOOe+000 -6.2021e+003 O.OOOOe+000 16 3.0629e+003 8.4432e+002 l.OOOOe+001 O.OOOOe+000 -5.8534e+003 O.OOOOe+000 3.0000e+002 4.6000e+002 4 .6000e + 002 4.6000e+002 4 .60006+002 4.6000e+002 4 . 6000e+002 4.6000e+002 4.6000e+002 4 .6000e + 002 4.6000e+002 4.6000e+002 4.6000e+002 4 . 6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4 . 6000e+002 Lambda= 0.0000 Cohesion 4.6000e+002 4.6000e+002 4 .60006+002 4. 6000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 4.6000e+002 4.6000e+002 4.6000e+002 SideLeft ShearLeft O.OOOOe+000 2.8531e+002 9.8634e+002 1.7202e+003 2.4614e+003 3.1324e+003 3.7915e+003 4 . 4164e+003 4 .98756+003 5.4873e+003 5.9006e+003 6.2142e+003 6.4537e+003 6.5701e+003 6.4414e+003 6.2021e+003 17 3.0961e+003 8.6696e+002 l.OOOOe+001 O.OOOOe+000 -5.3992e+003 O.OOOOe+000 18 3.1066e+003 8.9025e+002 l.OOOOe+001 O.OOOOe+000 -4.8461e+003 O.OOOOe+000 19 3.0918e+003 9.1433e+002 l.OOOOe+001 O.OOOOe+000 -4.2041e+003 O.OOOOe+000 20 3.0486e+003 9.3938e+002 l.OOOOe+001 O.OOOOe+000 -3.4873e+003 O.OOOOe+000 21 2.9726e+003 9.6560e+002 l.OOOOe+001 O.OOOOe+000 -2.7148e+003 O.OOOOe+000 22 2.1439e+003 7.3100e+002 l.OOOOe+001 O.OOOOe+000 -2.11236+003 O.OOOOe+000 23 2.5932e+003 9.2337e+002 l.OOOOe+001 O.OOOOe+000 -1.3269e+003 O.OOOOe+000 24 2.4583e+003 9.3029e+002 l.OOOOe+001 O.OOOOe+000 -5.3061e+002 O.OOOOe+000 25 2.2791e+003 9.3598e+002 l.OOOOe+001 O.OOOOe+000 2.4207e+002 O.OOOOe+000 26 2.0455e+003 9.4020e+002 l.OOOOe+001 O.OOOOe+000 9.4567e+002 O.OOOOe+000 27 1.7433e+003 9.4261e+002 l.OOOOe+001 O.OOOOe+000 1.5198e+003 O.OOOOe+000 28 1.4002e+003 9.8305e+002 l.OOOOe+001 O.OOOOe+000 1.8927e+003 O.OOOOe+000 29 8.3862e+002 9.7974e+002 l.OOOOe+001 O.OOOOe+000 1.9067e+003 O.OOOOe+000 30 8.3051e+001 9.7160e+002 l.OOOOe+001 O.OOOOe+000 1.3730e+003 O.OOOOe+000 31 -9.6664e+002 9.5632e+002 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu Method Ff= 1.6919663 Applied SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 7.8063e+001 2.7737e+002 l.OOOOe+001 O.OOOOe+000 -2.8531e+002 O.OOOOe+000 2 4.3307e+002 6.5391e+002 l.OOOOe+001 O.OOOOe+000 -9.8634e+002 O.OOOOe+000 3 7.6378e+002 6.7019e+002 l.OOOOe+001 O.OOOOe+000 -1.7202e+003 O.OOOOe+000 4 1.0707e+003 6.8599e+002 l.OOOOe+001 O.OOOOe+000 -2.4614e+003 O.OOOOe+000 5 1.3831e+003 6.4681e+002 2.5000e+001 O.OOOOe+000 -3.1324e+003 O.OOOOe+000 6 1.6585e+003 6.8878e+002 2.5000e+001 O.OOOOe+000 -3.7915e+003 O.OOOOe+000 7 1.9110e+003 7.2791e+002 2.5000e+001 O.OOOOe+000 -4.4164e+003 O.OOOOe+000 8 2.1416e+003 7.6441e+002 2.5000e+001 O.OOOOe+000 -4.9875e+003 O.OOOOe+000 9 2.3512e+003 7.9845e+002 2.5000e+001 O.OOOOe+000 -5.4873e+003 O.OOOOe+000 10 2.5403e+003 8.3019e+002 2.5000e+001 O.OOOOe+000 -5.9006e+003 O.OOOOe+000 4 .6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4 . 6000e+002 4.6000e+002 4.6000e+002 4 .6000e+002 4.6000e+002 Lambda= 0 . C Cohesion 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 5. 8534e+003 5. 3992e+003 4 . 8461e+003 4 .2041e+003 3.4873e+003 2.7148e+003 2.1123e+003 1.3269e+003 5.3061e+002 -2.4207e+002 -9.4567e+002 -1.5198e+003 -1.8927e+003 -1. 9067e+003 -1.3730e+003 )000 SideLeft ShearLeft O.OOOOe+000 2.8531e+002 9.8634e+002 1.7202e+003 2.4614e+003 3.1324e+003 3.7915e+003 4 .41646 + 003 4.9875e+003 5.4873e+003 11 2.7094e+003 8.5974e+002 2.5000e+001 O.OOOOe+000 -6.2142e+003 O.OOOOe+000 12 3.2758e+003 1.0332e+003 2.5000e+001 O.OOOOe+000 -6.4537e+003 O.OOOOe+000 13 3.4304e+003 1.0992e+003 2.5000e+001 O.OOOOe+000 -6.5701e+003 O.OOOOe+000 14 2.9289e+003 8.2265e+002 l.OOOOe+001 O.OOOOe+000 -6.4414e+003 O.OOOOe+000 15 3.0013e+003 8.4486e+002 l.OOOOe+001 O.OOOOe+000 -6.2021e+003 O.OOOOe+000 16 3.0543e+003 8.6750e+002 l.OOOOe+001 O.OOOOe+000 -5.8534e+003 O.OOOOe+000 17 3.0865e+003 8.9067e+002 l.OOOOe+001 O.OOOOe+000 -5.3992e+003 O.OOOOe+000 18 3.0957e+003 9.1450e+002 l.OOOOe+001 O.OOOOe+000 -4.8461e+003 O.OOOOe+000 19 3.0797e+003 9.3913e+002 l.OOOOe+001 O.OOOOe+000 -4.2041e+003 O.OOOOe+000 20 3.0349e+003 9.6474e+002 l.OOOOe+001 O.OOOOe+000 -3.4873e+003 O.OOOOe+000 21 2.9574e+003 9.9155e+002 l.OOOOe+001 O.OOOOe+000 -2.7148e+003 O.OOOOe+000 22 2.1316e+003 7.5055e+002 l.OOOOe+001 O.OOOOe+000 -2.1123e+003 O.OOOOe+000 23 2.5765e+003 9.4796e+002 l.OOOOe+001 O.OOOOe+000 -1.3269e+003 O.OOOOe+000 24 2.4401e+003 9.5493e+002 l.OOOOe+001 O.OOOOe+000 -5.3061e+002 O.OOOOe+000 25 2.2594e+003 9.6062e+002 l.OOOOe+001 O.OOOOe+000 2.4207e+002 O.OOOOe+000 26 2.0241e+003 9.6478e+002 l.OOOOe+001 O.OOOOe+000 9.4567e+002 O.OOOOe+000 27 1.7201e+003 9.6707e+002 l.OOOOe+001 O.OOOOe+000 1.5198e+003 O.OOOOe+000 28 1.3739e+003 1.0083e+003 l.OOOOe+001 O.OOOOe+000 1.8927e+003 O.OOOOe+000 29 8.0989e+002 1.0047e+003 l.OOOOe+001 O.OOOOe+000 1.9067e+003 O.OOOOe+000 30 5.1570e+001 9.9602e+002 l.OOOOe+001 O.OOOOe+000 1.3730e+003 O.OOOOe+000 31 -1.0013e+003 9.7997e+002 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Spencer Method Fm= 1.7513923 Applied SL# Normal M ShearMob Phi Angle SideRight ShearRight 1 1.5257e+002 2.7546e+002 l.OOOOe+001 O.OOOOe+000 -2.9540e+002 -7.3851e+001 2 6.1467e+002 6.5000e+002 l.OOOOe+001 7.3851e+001 -1.0173e+003 -2.5432e+002 3 9.5165e+002 6.6636e+002 l.OOOOe+001 2.5432e+002 -1.7665e+003 -4.4163e+002 4 1.2582e+003 6.8160e+002 l.OOOOe+001 4.4163e+002 -2.5161e+003 -6.2903e+002 3.0000e+002 3.0000e+002 3.0000e+002 4.6000e+002 4.6000e+002 4 . 6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4 .6000e + 002 4.6000e+002 4.6000e+002 4.6000e+002 4 .6000e+002 4.6000e+002 4 .6000e+002 4.6000e+002 4.6000e+002 Lambda= -0. Cohesion 4 .6000e+002 4.6000e+002 4.6000e+002 4 .6000e+002 5. 9006e+003 6.2142e+003 6.4537e+003 6.5701e+003 6 . 4414e + 003 6.2021e+003 5.8534e+003 5.3992e+003 4 .8461e+003 4 .2041e + 003 3.4873e+003 2.7148e+003 2.1123e+003 1.3269e+003 5.3061e+002 -2.4207e+002 -9.4567e+002 -1.5198e+003 -1.8927e+003 -1.9067e+003 -1.3730e+003 2500 SideLeft ShearLeft 0 .OOOOe+000 2.9540e+002 1.0173e+003 1.7665e+003 5 1.5590e+003 6.7170e+002 2.5000e+001 3.0000e+002 6.2903e+002 -3.2177e+003 -8.0442e+002 6 1.8283e+003 7.1062e+002 2.5000e+001 3.0000e+002 8.0442e+002 -3.8984e+003 -9.7459e+002 7 2.0695e+003 7.4540e+002 2.5000e+001 3.0000e+002 9.7459e+002 -4.5354e+003 -1.1339e+003 8 2.2844e+003 7.7648e+002 2.5000e+001 3.0000e+002 1.1339e+003 -5.1092e+003 -1.2773e+003 9 2.4746e+003 8.0421e+002 2.5000e+001 3.0000e+002 1.2773e+003 -5.6029e+003 -1.4007e+003 10 2.6414e+003 8.2892e+002 2.5000e+001 3.0000e+002 1.4007e+003 -6.0024e4003 -1.5006e+003 11 2.7856e+003 8.5086e+002 2.5000e+001 3.0000e+002 1.5006e+003 -6.2962e+003 -1.5740e+003 12 3.3342e+003 1.0137e+003 2.5000e+001 3.0000e+002 1.5740e+003 -6.5075e+003 -1.6269e+003 13 3.4599e+003 1.0697e+003 2.5000e+001 3.0000e+002 1.6269e+003 -6.5920e+003 -1.6480e+003 14 2.8998e+003 7.9181e+002 l.OOOOe+001 4.6000e+002 1.6480e+003 -6.4459e+003 -1.6115e+003 15 2.9465e+003 8.1068e+002 l.OOOOe+001 4.6000e+002 1.6115e+003 -6.1959e+003 -1.5490e+003 16 2.9740e+003 8.2998e+002 l.OOOOe+001 4.6000e+002 1.5490e+003 -5.8452e+003 -1.4613e+003 17 2.9814e+003 8.4987e+002 l.OOOOe+001 4.6000e+002 1.4613e+003 -5.3987e+003 -1.3497e+003 18 2.9673e+003 8.7054e+002 l.OOOOe+001 4.6000e+002 1.3497e+003 -4.8644e + 003 -1. 2161e+003 19 2.9299e+003 8.9219e+002 l.OOOOe+001 4.6000e+002 1.2161e+003 -4.2530e+003 -1.0632e+003 20 2.8669e+003 9.1510e+002 l.OOOOe+001 4.6000e+002 1.0632e+003 -3.5786e+003 -8.9465e+002 21 2.7753e+003 9.3957e+002 l.OOOOe+001 4.6000e+002 8.9465e+002 -2.8596e+003 -7.1489e+002 22 1.9886e+003 7.1070e+002 l.OOOOe+001 4.6000e+002 7.1489e+002 -2.3037e+003 -5.7594e+002 23 2.3886e+003 8.9688e+002 l.OOOOe+001 4.6000e+002 5.7594e+002 -1.5857e+003 -3.9642e+002 24 2.2478e+003 9.0316e+002 l.OOOOe+001 4.6000e+002 3.9642e+002 -8.6404e+002 -2.1601e+002 25 2.0709e+003 9.0904e+002 l.OOOOe+001 4.6000e+002 2.1601e+002 -1.6871e+002 -4.2176e+001 26 1.8512e+003 9.1463e+002 l.OOOOe+001 4.6000e+002 4.2176e+001 4.6238e+002 1.1560e+002 27 1.5792e+003 9.2006e+002 l.OOOOe+001 4.6000e+002 1.1560e+002 9.8039e+002 2.4510e+002 28 1.2867e+003 9.6535e+002 l.OOOOe+001 4.6000e+002 2.4510e+002 1.33106+003 3.3276e+002 29 8.2418e+002 9.7203e+002 l.OOOOe+001 4.6000e+002 3.3276e+002 1.3905e+003 3.4763e+002 30 2.3245e+002 9.8044e+002 l.OOOOe+001 4.6000e+002 3.4763e+002 1.0190e+003 2.5476e+002 31 -5.3981e+002 9.9318e+002 l.OOOOe+001 4.6000e+002 2.5476e+002 O.OOOOe+000 O.OOOOe+000 2.5161e+003 3.2177e+003 3.8984e+003 4 .5354e + 003 5.1092e+003 5.6029e+003 6.0024e+003 6.2962e+003 6.5075e+003 6.5920e+003 6.4459e+003 6.1959e+003 5.8452e+003 5.3987e+003 4 .8644e+003 4.2530e+003 3.5786e+003 2.8596e+003 2.3037e+003 1.5857e+003 8.6404e+002 1.6871e+002 -4. 6238e + 002 -9.8039e+002 -1.3310e+003 -1.3905e+003 -1.0190e+003 Slip__Surface_Summary Analysis Volume Weight Res_Moment Act_Moment Res Force Act Force FOS ~ ~~ Ordinary Method 5.5756e+002 6.6908e+004 2.8668e+006 1.6664e+006 1.7204093 Bishop Method 5.5756e+002 6.6908e+004 2.8998e+006 1.6664e+006 1.7402053 Janbu Method 5.5756e+002 6.6908e+004 3.8371e+004 2.2679e+004 1.6919663 Spencer Method 5.5756e+002 6.6908e+004 2.9184e+006 1.6664e+006 3.8733e+004 2.2103e+004 1.7513923 Reinf orcement_Surnmary Reinforcement Active Int_X Int_Y Used_Resis Used_Load Avail_BL Req_BL 1 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Page 1 of 9 <?xml version = "1.0" encoding = "utf-8" standalone="yes" ?> B"B' Wlth Tie Back prior to Gradin; - <GSIData Version = "6.22"> ~~ below Tie Back with seismic Inpr - <Analyses Len="l"> - <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Method >Spencer</Method> 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1. 329155e + 002 1.323063e + 002 1.320253e + 002 1.291094e + 000 2 . 270183e + 000 3 1.504335e + 002 1.339781e + 002 1.320253e + 002 1.318243e + 002 2.594532e + 000 2 . 261675e + 000 4 1.526861e+002 1.350406e + 002 1. 318243e+002 1.317025e + 002 3.818409e + 000 2.256013e + 000 5 1.549387e+002 1.361032e + 002 1.317025e + 002 1.316594e + 002 4.974071e + 000 2 . 296952e + 000 6 1.572352e + 002 1.371864e + 002 1.316594e+002 1.316980e+002 6.059504e+000 2.296873e+000 7 1.595316e+002 1. 382696e+002 1. 316980e+002 1.3181856+002 7.063194e+000 2.299708e+000 8 1.618280e + 002 1. 393528e + 002 1.318185e + 002 1.320213e + 002 7.9848386+000 2.305488e+000 9 1.6412446+002 1. 404361e + 002 1.320213e + 002 1.323073e + 002 8 . 823815e + 000 2 . 314281e + 000 10 1.664209e + 002 1. 415193e + 002 1.323073e + 002 1.326774e+002 9.579174e + 000 2 . 326190e + 000 11 1.687173e+002 1.426025e+002 1. 326774e + 002 1.331332e + 002 1.024962e + 001 2 . 341360e + 000 12 1.710137e+002 1.436857e+002 1.331332e+002 1.337619e+002 1. 087196e+001 2 . 700242e + 000 13 1.736396e + 002 1. 449243e + 002 1. 337619e + 002 1.3450866+002 1.142337e+001 2.730142e+000 14 1.762654e+002 1. 461629e+002 1. 345086e+002 1.352083e+002 1.182013e+001 2.253968e+000 15 1.784079e + 002 1. 471735e + 002 1. 352083e+002 1.359922e + 002 1.208931e + 001 2 . 281545e + 000 16 1.805504e+002 1.48184le+002 1.359922e+002 1.368638e+002 1.227260e+001 2 . 313123e+000 17 1.826929e + 002 1.491948e + 002 1.368638e+002 1.378270e + 002 1.236639e+001 2 . 349157e+000 18 1.8483546+002 1.502054e+002 1.378270e+002 1.3888626+002 1.236642e+001 2.390200e+000 19 1.869779e+002 1.512160e+002 1.388862e+002 1.4004716+002 1.226768e+001 2.436940e+000 20 1.891204e+002 1.522266e+002 1.400471e+002 1.4131616 + 002 1.206426e+001 2 . 490234e + 000 21 1.912629e + 002 1.532372e + 002 1. 413161e+002 1.427007e+002 1.174913e + 001 2 . 551164e + 000 1.481809e+002 1.504335e+002 1.526861e+002 1.549387e+002 1.572352e+002 1.595316e+002 1.618280e+002 1.641244e+002 1.664209e+002 1.687173e+002 1.710137e+002 1.736396e+002 1.762654e+002 1.784079e+002 1. 805504e+002 1.826929e+002 1.848354e+002 1.869779e+002 1.891204e+002 1.912629e+002 1.934054e+002 1.329155e+002 1.339781e+002 1.350406e+002 1.361032e+002 1.371864e+002 1.382696e+002 1.393528e+002 1.404361e+002 1.415193e+002 1.426025e+002 1.436857e+002 1.449243e+002 1.461629e+002 1.471735e+002 1.481841e+002 1.491948e+002 1.502054e+002 1.512160e+002 1.5222666+002 1.532372e+002 1.542478e+002 22 1.934054e+002 1.542478e+002 1.427007e+002 1.438118e+002 1.137655e+001 1.943603e+000 23 1.950000e+002 1.550000e+002 1.438118e+002 1.453102e+002 1.095411e+001 2.499168e+000 24 1.970000e+002 1.560000e+002 1.453102e+002 1.469351e+002 1.039394e+001 2.577049e+000 25 1.990000e+002 1.570000e+002 1.469351e+002 1.4869956+002 9.701072e+000 2.667249e+000 26 2.010000e+002 1.580000e+002 1.486995e+002 1.506197e+002 8.861051e+000 2.772751e+000 27 2.030000e+002 1.590000e+002 1.506197e+002 1.527161e+002 7.855652e+000 2.897696e+000 28 2.050000e+002 1.600000e+002 1.527161e+002 1.551193e+002 6.6335906+000 3.182236e+000 29 2.070856e+002 1.610428e+002 1.551193e+002 1.577849e+002 5.148058e+000 3.384942e+000 30 2.091711e+002 1.620856e+002 1.577849e+002 1.607723e+002 3.373238e+000 3.643792e+000 31 2.1125676+002 1.631283e+002 1.607723e+002 1.641711e+002 1.236881e+000 3.988327e+000 1.950000e+002 1.970000e+002 1.990000e+002 2.010000e+002 2.030000e+002 2.050000e+002 2.070856e+002 2.091711e+002 2.112567e+002 2.133422e+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X 1.550000e+002 1.560000e+002 1.5700006+002 1.580000e+002 1.590000e+002 1.600000e+002 1.610428e+002 1.620856e+002 1.631283e+002 1.641711e+002 P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SU Weight Pore Water Alpha Force Fn . Pore Air Phi B Liquified 1 3.6024e+001 O.OOOOe+000 -8.5570e+000 l.OOOOe+000 6.3690e+001 O.OOOOe+000 O.OOOOe+000 0 2 3.4900e+002 8.0859e+001 -7.1102e+000 l.OOOOe+000 6.3420e+001 O.OOOOe+000 O.OOOOe+000 0 3 7.0134e+002 2.3317e+002 -5.0993e+000 l.OOOOe+000 6.3009e+001 O.OOOOe+000 O.OOOOe+000 0 4 1.0322e+003 3.7362e+002 -3.0947e+000 l.OOOOe+000 6.2559e+001 O.OOOOe+000 O.OOOOe+000 0 5 1.3707e+003 5.1391e+002 -1.0744e+000 l.OOOOe+000 6.2063e+001 O.OOOOe+000 O.OOOOe+000 0 6 1.6698e+003 6.3701e+002 9.6398e-001 l.OOOOe+000 6.1523e+001 O.OOOOe+000 O.OOOOe+000 0 7 1.9464e+003 7.4935e+002 3.0036e+000 l.OOOOe+000 6.0942e+001 O.OOOOe+000 O.OOOOe+000 0 8 2.2004e+003 8.5126e+002 5.0471e+000 l.OOOOe+000 6.0319e+001 O.OOOOe+000 O.OOOOe+000 0 9 2.4316e+003 9.4297e+002 7.0970e+000 l.OOOOe+000 5.9655e+001 O.OOOOe+000 O.OOOOe+000 0 10 2.6397e+003 1.0246e+003 9.1561e+000 l.OOOOe+000 5.8950e+001 O.OOOOe+000 O.OOOOe+000 0 11 2.8245e+003 1.0962e+003 1.1227e+001 l.OOOOe+000 5.8202e+001 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic F Seismic Y -5.4036e+000 -5.2350e+001 -1 . 0520e + 002 -1.5482e+002 -2.0561e+002 -2.5047e+002 -2.9196e+002 -3.3006e+002 -3.6474e+002 -3.9596e+002 -4 .2367e+002 12 3.4258e+003 1.2642e+003 1.3464e+001 5.7352e+001 O.OOOOe+000 O.OOOOe+000 0 13 3.5995e+003 1.1985e+003 1.5874e+001 5.6389e+001 O.OOOOe+000 O.OOOOe+000 0 14 3.0390e+003 9.1521e+002 1.8086e+001 5.5463e+001 O.OOOOe+000 O.OOOOe+000 0 15 3.1082e+003 8.4639e+002 2.0098e+001 5.4587e+001 O.OOOOe+000 O.OOOOe+000 0 16 3.1553e+003 7.6459e+002 2.2137e+001 5.3668e+001 O.OOOOe+000 O.OOOOe+000 0 17 3.1794e+003 6.6840e+002 2.4206e+001 5.2704e+001 O.OOOOe+000 O.OOOOe+000 0 18 3.1794e+003 5.5611e+002 2.6309e+001 5.1694e+001 O.OOOOe+000 O.OOOOe+000 0 19 3.1540e+003 4.2557e+002 2.8451e+001 5.0634e+001 O.OOOOe+000 O.OOOOe+000 0 20 3.1017e+003 2.7411e+002 3.0637e+001 4.9521e+001 O.OOOOe+000 O.OOOOe+000 0 21 3.0207e+003 9.8322e+001 3.2874e+001 4.8353e+001 O.OOOOe+000 O.OOOOe+000 0 22 2.1769e+003 O.OOOOe+000 3.4868e+001 4.7286e+001 O.OOOOe+000 O.OOOOe+000 0 23 2.6290e+003 O.OOOOe+000 3.6840e+001 4.6198e+001 O.OOOOe+000 O.OOOOe+000 0 24 2.4945e+003 O.OOOOe+000 3.9092e+001 4.4918e+001 O.OOOOe+000 O.OOOOe+000 0 25 2.3283e+003 O.OOOOe+000 4.1419e+001 4.3572e+001 O.OOOOe+000 O.OOOOe+000 0 26 2.1267e+003 O.OOOOe+000 4.3833e+001 4.2152e+001 O.OOOOe+000 O.OOOOe+000 0 27 1.8854e+003 O.OOOOe+000 4.6349e+001 4.0649e+001 O.OOOOe+000 O.OOOOe+000 0 28 1.6602e+003 O.OOOOe+000 4.9047e+001 3.9017e+001 O.OOOOe+000 O.OOOOe+000 0 29 1.2884e+003 O.OOOOe+000 5.1961e+001 3.7231e+001 O.OOOOe+000 O.OOOOe+000 0 30 8.4421e+002 O.OOOOe+000 5.5080e+001 3.5301e+001 O.OOOOe+000 O.OOOOe+000 0 31 3.0955e+002 O.OOOOe+000 5.8466e+001 3.3190e+001 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.2844716 Applied SL# Normal M ShearMob Phi Angle 1 3.6427e+001 3.5965e+002 l.OOOOe+001 2 3.5280e+002 8.5034e+002 l.OOOOe+001 3 7.0791e+002 8.7513e+002 l.OOOOe+001 4 1.0390e+003 8.9928e+002 l.OOOOe+001 5 1.37436+003 8.4884e+002 2.5000e+001 6 1.6654e+003 9.0979e+002 2.5000e+001 7 1.9284e+003 9.6517e+002 2.5000e+001 8 2.1628e+003 1.0146e+003 2.5000e+001 9 2.3679e+003 1.0578e+003 2.5000e+001 10 2.5431e+003 1.0946e+003 2.5000e+001 11 2.6880e+003 1.1247e+003 2.5000e+001 12 3.2120e+003 1.3378e+003 2.5000e+001 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1, 1. 1, 1 1 1 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 Lambda= 0 . -5. -5. -4 . -4 . -4 . -4 . -4 . -4 . -4 . -4 . -3. -3. -3. -3. -3. -2. -2. -1. -1. -4. 1386e+002 3993e+002 5584e+002 6622e+002 7329e+002 7691e+002 7691e+002 7310e+002 6526e+002 5311e+002 2654e+002 9435e+002 7418e+002 4924e+002 1900e+002 8280e+002 4902e+002 9326e+002 2663e+002 6432e+001 0000 Cohesion 4 4 4 4 3 3 3 3 3 3 3 3 .6000e+002 .6000e+002 .6000e+002 .6000e+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 . OOOOe+002 .OOOOe+002 .OOOOe+002 13 3.3146e+003 1.4058e+003 2.5000e+001 14 2.7473e+003 1.0587e+003 l.OOOOe+001 15 2.7587e+003 1.0796e+003 l.OOOOe+001 16 2.7444e+003 1.1002e+003 l.OOOOe+001 17 2.7043e+003 1.1208e+003 l.OOOOe+001 18 2.6387e+003 1.1419e+003 l.OOOOe+001 19 2.5477e+003 1.1640e+003 l.OOOOe+001 20 2.4317e+003 1.1880e+003 l.OOOOe+001 21 2.2910e+003 1.2146e+003 l.OOOOe+001 22 1.5994e+003 9.1561e+002 l.OOOOe+001 23 1.8676e+003 1.1514e+003 l.OOOOe+001 24 1.7002e+003 1.1563e+003 l.OOOOe+001 25 1.5149e+003 1.1632e+003 l.OOOOe+001 26 1.3132e+003 1.1733e+003 l.OOOOe+001 27 1.0968e+003 1.1883e+003 l.OOOOe+001 28 9.0006e+002 1.2632e+003 l.OOOOe+001 29 6.4169e+002 1.3003e+003 l.OOOOe+001 30 3.7942e+002 1.3570e+003 l.OOOOe+001 31 1.2232e+002 1.4451e+003 l.OOOOe+001 Bishop Method Fm= 1.2988846 Applied SL# Normal M ShearMob Phi Angle SideRight ShearRight 1 9.1059e+001 3.6308e+002 l.OOOOe+001 O.OOOOe+000 -3.7954e+002 O.OOOOe+000 2 4.5838e+002 8.5523e+002 l.OOOOe+001 O.OOOOe+000 -1.2616e+003 O.OOOOe+000 3 7.8225e+002 8.7551e+002 l.OOOOe+001 O.OOOOe+000 -2.1276e+003 O.OOOOe+000 4 1.0821e+003 8.9514e+002 l.OOOOe+001 O.OOOOe+000 -2.95536+003 O.OOOOe+000 5 1.3868e+003 8.4389e+002 2.5000e+001 O.OOOOe+000 -3.6479e+003 O.OOOOe+000 6 1.6550e+003 8.9596e+002 2.5000e+001 O.OOOOe+000 -4.2954e+003 O.OOOOe+000 7 1.8996e+003 9.4409e+002 2.5000e+001 O.OOOOe+000 -4.8781e+003 O.OOOOe+000 8 2.1217e+003 9.8857e+002 2.5000e+001 O.OOOOe+000 -5.3788e+003 O.OOOOe+000 9 2.3222e+003 1.0297e+003 2.5000e+001 O.OOOOe+000 -5.7827e+003 O.OOOOe+000 10 2.5018e+003 1.0676e+003 2.5000e+001 O.OOOOe+000 -6.0774e+003 O.OOOOe+000 11 2.6608e+003 1.1025e+003 2.5000e+001 O.OOOOe+000 -6.2527e+003 O.OOOOe+000 12 3.2063e+003 1.3209e+003 2.5000e+001 O.OOOOe+000 -6.3194e+003 O.OOOOe+000 13 3.3439e+003 1.4008e+003 2.5000e+001 O.OOOOe+000 -6.2569e+003 O.OOOOe+000 14 2.8504e+003 1.0610e+003 l.OOOOe+001 O.OOOOe+000 -5.9597e+003 O.OOOOe+000 15 2.9115e+003 1.0884e+003 l.OOOOe+001 O.OOOOe+000 -5.5509e+003 O.OOOOe+000 16 2.9523e+003 1.1162e+003 l.OOOOe+001 O.OOOOe+000 -5.0357e+003 O.OOOOe+000 3.0000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4 . 6000e + 002 4 . 6000e+002 4.6000e+002 4 .6000e+002 4.6000e+002 4.6000e+002 4. 6000e+002 4. 6000e+002 4 . 6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 _Lambda= 0.0000 Cohesion 4 .6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 4.6000e+002 4 .6000e+002 4 .6000e+002 SideLeft ShearLeft O.OOOOe+000 3.7954e+002 1.2616e+003 2.1276e+003 2.9553e+003 3.6479e+003 4 .2954e+003 4 .8781e+003 5.3788e+003 5.7827e+003 6.0774e+003 6.2527e+003 6.3194e+003 6.2569e+003 5.9597e+003 5.5509e+003 17 2.9714e+003 1.1446e+003 l.OOOOe+001 O.OOOOe+000 -4.4220e+003 O.OOOOe+000 18 2.9665e+003 1.1737e+003 l.OOOOe+001 O.OOOOe+000 -3.7210e+003 O.OOOOe+000 19 2.9351e+003 1.2037e+003 l.OOOOe+001 O.OOOOe+000 -2.9474e+003 O.OOOOe+000 20 2.8736e+003 1.2348e+003 l.OOOOe+001 O.OOOOe+000 -2.1208e+003 O.OOOOe+000 21 2.7777e+003 1.2672e+003 l.OOOOe+001 O.OOOOe+000 -1.2659e+003 O.OOOOe+000 22 1.9858e+003 9.5791e+002 l.OOOOe+001 O.OOOOe+000 -6.2146e+002 O.OOOOe+000 23 2.3799e+003 1.2082e+003 l.OOOOe+001 O.OOOOe+000 1.9309e+002 O.OOOOe+000 24 2.2270e+003 1.2150e+003 l.OOOOe+001 O.OOOOe+000 9.8841e+002 O.OOOOe+000 25 2.0286e+003 1.2200e+003 l.OOOOe+001 O.OOOOe+000 1.7243e+003 O.OOOOe+000 26 1.7742e+003 1.2228e+003 l.OOOOe+001 O.OOOOe+000 2.3491e+003 O.OOOOe+000 27 1.4494e+003 1.2230e+003 l.OOOOe+001 O.OOOOe+000 2.7952e+003 O.OOOOe+000 28 1.0674e+003 1.2719e+003 l.OOOOe+001 O.OOOOe+000 2.9734e+003 O.OOOOe+000 29 4.7611e+002 1.2634e+003 l.OOOOe+001 O.OOOOe+000 2.7194e+003 O.OOOOe+000 30 -3.1277e+002 1.2480e+003 l.OOOOe+001 O.OOOOe+000 1.8310e+003 O.OOOOe+000 31 -1.4002e+003 1.2224e+003 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu Method_Ff= 1.2620477 Applied SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 9.2937e+001 3.7394e+002 l.OOOOe+001 O.OOOOe+000 -3.7954e+002 O.OOOOe+000 2 4.6203e+002 8.8071e+002 l.OOOOe+001 O.OOOOe+000 -1.2616e+003 O.OOOOe+000 3 7.8491e+002 9.0144e+002 l.OOOOe+001 O.OOOOe+000 -2.1276e+003 O.OOOOe+000 4 1.0837e+003 9.2150e+002 l.OOOOe+001 O.OOOOe+000 -2.9553e+003 O.OOOOe+000 5 1.3873e+003 8.6872e+002 2.5000e+001 O.OOOOe+000 -3.6479e+003 O.OOOOe+000 6 1.6545e+003 9.2193e+002 2.5000e+001 O.OOOOe+000 -4.2954e+003 O.OOOOe+000 7 1.8979e+003 9.7104e+002 2.5000e+001 O.OOOOe+000 -4.8781e+003 O.OOOOe+000 8 2.1188e+003 1.0164e+003 2.5000e+001 O.OOOOe+000 -5.3788e+003 O.OOOOe+000 9 2.3180e+003 1.0582e+003 2.5000e+001 O.OOOOe+000 -5.7827e+003 O.OOOOe+000 10 2.4963e+003 1.0967e+003 2.5000e+001 O.OOOOe+000 -6.0774e+003 O.OOOOe+000 4.6000e+002 4.6000e+002 4. 6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4 . 6000e+002 4.6000e+002 4.6000e+002 Lambda= 0 . ( Cohesion 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 5.0357e+003 4 .4220e + 003 3.7210e+003 2. 9474e+003 2.1208e+003 1.2659e+003 6 . 2146e + 002 -1. 9309e+002 -9.8841e+002 -1.7243e+003 -2.3491e+003 -2.7952e+003 -2. 9734e+003 -2.7194e+003 -1.8310e+003 )000 SideLeft ShearLeft O.OOOOe+000 3.7954e+002 1.2616e+003 2.1276e+003 2. 9553e+003 3. 6479e+003 4.2954e+003 4 .8781e+003 5.3788e+003 5.7827e+003 11 2.6539e+003 1.1321e+003 2.5000e+001 O.OOOOe+000 -6.2527e+003 O.OOOOe+000 12 3.1966e+003 1.3559e+003 2.5000e+001 O.OOOOe+000 -6.3194e+003 O.OOOOe+000 13 3.3318e+003 1.4372e+003 2.5000e+001 O.OOOOe+000 -6.2569e+003 O.OOOOe+000 14 2.8393e+003 1.0904e+003 l.OOOOe+001 O.OOOOe+000 -5.9597e+003 O.OOOOe+000 15 2.8987e+003 1.1183e+003 l.OOOOe+001 O.OOOOe+000 -5.5509e+003 O.OOOOe+000 16 2.9379e+003 1.1467e+003 l.OOOOe+001 O.OOOOe+000 -5.0357e+003 O.OOOOe+000 17 2.9551e+003 1.1757e+003 l.OOOOe+001 O.OOOOe+000 -4.4220e+003 O.OOOOe+000 18 2.9483e+003 1.2054e+003 l.OOOOe+001 O.OOOOe+000 -3.7210e+003 O.OOOOe+000 19 2.9147e+003 1.2360e+003 l.OOOOe+001 O.OOOOe+000 -2.9474e+003 O.OOOOe+000 20 2.8509e+003 1.2677e+003 l.OOOOe+001 O.OOOOe+000 -2.1208e+003 O.OOOOe+000 21 2.7524e+003 1.3007e+003 l.OOOOe+001 O.OOOOe+000 -1.2659e+003 O.OOOOe+000 22 1.9654e+003 9.8301e+002 l.OOOOe+001 O.OOOOe+000 -6.2146e+002 O.OOOOe+000 23 2.3523e+003 1.2396e+003 l.OOOOe+001 O.OOOOe+000 1.9309e+002 O.OOOOe+000 24 2.1972e+003 1.2463e+003 l.OOOOe+001 O.OOOOe+000 9.8841e+002 O.OOOOe+000 25 1.9963e+003 1.2511e+003 l.OOOOe+001 O.OOOOe+000 1.7243e+003 O.OOOOe+000 26 1.7394e+003 1.2536e+003 l.OOOOe+001 O.OOOOe+000 2.3491e+003 O.OOOOe+000 27 1.4118e+003 1.2534e+003 l.OOOOe+001 O.OOOOe+000 2.7952e+003 O.OOOOe+000 28 1.0250e+003 1.3031e+003 l.OOOOe+001 O.OOOOe+000 2.9734e+003 O.OOOOe+000 29 4.3004e+002 1.2939e+003 l.OOOOe+001 O.OOOOe+000 2.7194e+003 O.OOOOe+000 30 -3.6285e+002 1.2774e+003 l.OOOOe+001 O.OOOOe+000 1.8310e+003 O.OOOOe+000 31 -1.4547e+003 1.2504e+003 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Spencer Method Fm= 1.3142283 Applied SL# Normal M ShearMob Phi Angle SideRight ShearRight 1 3.0980e+002 3.8819e+002 l.OOOOe+001 O.OOOOe+000 -4.2086e+002 -2.1255e+002 2 9.5532e+002 9.1192e+002 l.OOOOe+001 2.1255e+002 -1.3833e+003 -6.9862e+002 3 1.2551e+003 9.2873e+002 l.OOOOe+001 6.9862e+002 -2.3065e+003 -1.1649e+003 4 1.5203e+003 9.4349e+002 l.OOOOe+001 1.1649e+003 -3.1678e+003 -1.5998e+003 3. 3. 3. 4. 4. 4. 4. 4. 4. 4 . 4 . 4. 4. 4. 4, 4 4 4 4 4 4 OOOOe+002 OOOOe+002 OOOOe+002 6000e+002 6000e+002 6000e+002 6000e+002 6000e+002 6000e+002 6000e+002 6000e+002 6000e+002 ,6000e+002 . 6000e + 002 ,6000e+002 .6000e+002 .6000e+002 .6000e+002 . 6000e+002 .6000e+002 .60006+002 Lambda= -0. Cohesion 4 4 4 4 .6000e+002 .60006+002 .60006+002 . 6000e+002 6. 6. 6. 6. 5. 5. 5. 4 . 3. 2. 2. 1. 6. -I. -9. -1. -2. -2. -2, -2, -1 0774e+003 2527e+003 3194e+003 2569e+003 9597e+003 5509e+003 0357e+003 4220e+003 7210e+003 9474e+003 1208e+003 2659e+003 2146e+002 9309e+002 8841e+002 7243e+003 ,3491e+003 ,7952e+003 .9734e+003 .7194e+003 .8310e+003 5050 SideLeft ShearLeft 0 4 1 2 .OOOOe+000 .2086e+002 .38336+003 .30656+003 5 1.7911e+003 9.7750e+002 2.5000e+001 1.5998e+003 -3.9633e+003 -2.0016e+003 6 2.0166e+003 1.0138e+003 2.5000e+001 2.0016e+003 -4.6832e+003 -2.3652e+003 7 2.2105e+003 1.0434e+003 2.5000e+001 2.3652e+003 -5.3083e+003 -2.6809e+003 8 2.3758e+003 1.0672e+003 2.5000e+001 2.6809e+003 -5.8234e+003 -2.9410e+003 9 2.5154e+003 1.0862e+003 2.5000e+001 2.9410e+003 -6.2170e+003 -3.1398e+003 10 2.6311e+003 1.1010e+003 2.5000e+001 3.1398e+003 -6.4805e+003 -3.2729e+003 11 2.7246e+003 1.1123e+003 2.5000e+001 3.2729e+003 -6.6084e+003 -3.3375e+003 12 3.2092e+003 1.3065e+003 2.5000e+001 3.3375e+003 -6.6075e+003 -3.3370e+003 13 3.2822e+003 1.3625e+003 2.5000e+001 3.3370e+003 -6.4695e+003 -3.2674e+003 14 2.6896e+003 1.0270e+003 l.OOOOe+001 3.2674e+003 -6.1462e+003 -3.1040e+003 15 2.7006e+003 1.0473e+003 l.OOOOe+001 3.1040e+003 -5.7263e+003 -2.8920e+003 16 2.6943e+003 1.0685e+003 l.OOOOe+001 2.8920e+003 -5.2177e+003 -2.6351e+003 17 2.6702e+003 1.0908e+003 l.OOOOe+001 2.6351e + 003 -4 . 6303e + 003 -2.3385e + 003 18 2.6272e+003 1.1145e+003 l.OOOOe+001 2.3385e+003 -3.9765e+003 -2.0083e+003 19 2.5643e+003 1.1399e+003 l.OOOOe+001 2.0083e+003 -3.2711e+003 -1.6520e+003 20 2.4795e+003 1.1675e+003 l.OOOOe+001 1.6520e+003 -2.5321e+003 -1.2788e+003 21 2.3708e+003 1.1978e+003 l.OOOOe+001 1.2788e+003 -1.7812e+003 -8.9956e+002 22 1.6789e+003 9.0554e+002 l.OOOOe+001 8.9956e+002 -1.2235e+003 -6.1791e+002 23 1.9910e+003 1.1419e+003 l.OOOOe+001 6.1791e+002 -5.2895e+002 -2.6714e+002 24 1.8448e+003 1.1495e+003 l.OOOOe+001 2.6714e+002 1.3965e+002 7.0526e+001 25 1.6706e+003 1.1577e+003 l.OOOOe+001 7.0526e+001 7.5227e+002 3.7992e+002 26 1.4637e+003 1.1669e+003 l.OOOOe+001 3.7992e+002 1.2720e+003 6.4241e+002 27 1.2180e+003 1.1777e+003 l.OOOOe+001 6.4241e+002 1.6527e+003 8.3469e+002 28 9.5829e+002 1.2424e+003 l.OOOOe+001 8.3469e+002 1.8379e+003 9.2820e+002 29 5.7552e+002 1.2620e+003 l.OOOOe+001 9.2820e+002 1.7182e+003 8.6776e+002 30 1.1109e+002 1.2903e+003 l.OOOOe+001 8.6776e+002 1.1685e+003 5.9014e+002 31 -4.5568e+002 1.3348e+003 l.OOOOe+001 5.9014e+002 O.OOOOe+000 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 3. 1678e+003 3. 9633e + 003 4.6832e+003 5.3083e+003 5.8234e+003 6.2170e+003 6.4805e+003 6.6084e+003 6.6075e+003 6.4695e+003 6.1462e+003 5.7263e+003 5.2177e+003 4 .6303e + 003 3.9765e+003 3.2711e+003 2.5321e+003 1.7812e+003 1.2235e+003 5.2895e+002 -1.3965e+002 -7.5227e+002 -1.2720e+003 -1.6527e+003 -1.8379e+003 -1.7182e+003 -1.1685e+003 Slip_Surface_Summary Analysis Volume Weight Res_Moment Act_Moment Res Force Act Force FOS ~~ ~ Ordinary Method 5.5756e+002 6.6908e+004 2.8133e+006 2.1903e+006 1.2844716 Bishop Method 5.5756e+002 6.6908e+004 2.8449e+006 2.1903e+006 1.2988846 Janbu Method 5.5756e+002 6.6908e+004 3.7685e+004 2.9860e+004 1.2620477 Spencer Method 5.5756e+002 6.6908e+004 2.8785e+006 2.1903e+006 3.8326e+004 2.9004e+004 1.3142283 Reinforcement_Summary Reinforcement Active Int_X Int_Y Used_Resis Used_Load Avail_BL Req BL 1 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Page 1 of 9 <?xml version="1.0" encoding="utf-8" standalone="yes" ?> K-K' with Tie Back prior Grading <GSIData Version = "6.22"> Input - <Analyses Len = "l"> - <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Method >Spencer </Method > <TimeIncrements /> 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Comments} File Name {FileInfo.Filename}</Text> </SkText> - <SkText> <X>256.98019</X> <Y>196.76118</Y> <Height>-10</Height> <FontInfo Height="-29" OutPrecision-"3" ClipPrecision = "2" Quality-"!" file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.422\K-... 9/9/2009 Page 7 of 9 PitchAndFamily="34" FaceName = "Arial" /> <Text>{REPORT(RECORDS(Materials), COMMONFIELDS(LIST (StressStrain.SlopeModel, StressStrain.UnitWeight, StressStrain.PiezLineNum)), withLabel)}</Text> </SkText> <SkText> <X>94.0960K/X> <Y>171.38799</Y> <Height>-12</Height> <FontInfo Height="-35" FaceName = "Arial" <Text>36 kips</Text> </SkText> <SkText> <Layer>0</Layer> <X>0</X> <Y>0</Y> <FontInfo Height="0" Weight="0" ClipPrecision="0" Quality="0" FaceName="" /> </SkText> <SkText> <X>266.55242</X> <Y>125.8422K/Y> <Height>-12</Height> <FontInfo Height="-35" FaceName="Arial" /> <Text>{REPORT(Materials[4], COMMONFIELDS(LIST(Description, StressStrain.SlopeModel, StressStrain.UnitWeight, StressStrain. 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Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.422\K-... 9/9/2009 La Costa Condominiums F.N. 23280.01 DATESTAMP 9/9/2009 TIMESTAMP 9:57:38 AM K-K' with Tie Back prior Grading Output Center_X Center_Y Radius Slip_Surface Method 5.948100e+001 1.952060e+002 6.490177e+001 279 2 SL# X_Left Y_L_Top Y_L_Bottom X_Right Y_R_Top Y_R_Bottom Mid_Height Base_Length 1 4.728594e + 001 1. 314604e+002 1.314604e+002 1.309797e + 002 8.916644e-001 2 . 897437e+000 2 5.014297e + 001 1.327302e+002 1.309797e+002 1.306288e+002 2.576962e+000 2.878735e+000 3 5.300000e + 001 1.340000e+002 1.306288e+002 1.304310e + 002 4.061132e+000 2.436754e + 000 4 5.5428576 + 001 1.351591e + 002 1.304310e+002 1.303247e + 002 5.372194e+000 2 . 431040e+000 5 5.785714e + 001 1.363182e + 002 1.303247e+002 1.303093e + 002 6.592087e + 000 2 . 428762e+000 6 6.028571e+001 1.374773e+002 1.303093e+002 1.303849e + 002 7 . 721067e+000 2 . 429889e+000 7 6.271429e+001 1.386364e+002 1.303849e+002 1.305518e + 002 8.759009e+000 2.434438e+000 8 6.5142866+001 1.397955e+002 1.305518e+002 1.308106e + 002 9.705398e + 000 2 . 442465e+000 9 6.7571436 + 001 1.409545e + 002 1.308106e + 002 1.3116246 + 002 1.0559336 + 001 2.454075e + 000 10 7.0000006+001 1.4211366+002 1.311624e+002 1.3160396+002 1.131586e+001 2.444320e + 000 11 7.2403976+001 1.432610e+002 1.316039e+002 1.3214006 + 002 1.1974686+001 2 . 463181e + 000 12 7.480795e+001 1.444083e+002 1.321400e+002 1.3277336+002 1.253769e + 001 2 . 486126e + 000 13 7.7211926 + 001 1.455557e+002 1.327733e+002 1.335066e + 002 1. 300218e+001 2 . 513488e+000 14 7.961590e+001 1.467030e+002 1.335066e+002 1.343436e + 002 1.336487e+001 2 . 545684e+000 15 8.201987e + 001 1.478504e + 002 1.343436e+002 1.352886e + 002 1.362178e+001 2 . 583235e+000 16 8.4423856 + 001 1.489977e+002 1.352886e+002 1.363469e+002 1.376817e + 001 2 . 626793e + 000 17 8.682782e + 001 1. 501451e + 002 1.363469e+002 1.3752476+002 1.379832e+001 2.677180e+000 18 8.923179e+001 1.512924e+002 1.375247e+002 1.388295e+002 1.370543e+001 2 . 735433e+000 19 9.1635776 + 001 1.524398e+002 1.388295e + 002 1.404462e+002 1.346407e+001 3.132007e+000 20 9.4317886+001 1.537199e+002 1.404462e+002 1.4224786+002 1.303717e+001 3.231358e+000 21 9.700000e+001 1.550000e+002 1.422478e+002 1.438597e + 002 1.250819e+001 2 . 709232e + 000 5.014297e+001 5.300000e+001 5.542857e+001 5.785714e+001 6.0285716+001 6.271429e+001 6.514286e+001 6.757143e+001 7.000000e+001 7.240397e+001 7.480795e+001 7.721192e+001 7 . 961590e+001 8.201987e+001 8 . 442385e + 001 8.682782e+001 8.923179e+001 9.163577e+001 9.431788e+001 9.700000e+001 9.917734e+001 1.327302e+002 1.340000e+002 1.3515916+002 1.363182e+002 1.3747736+002 1.3863646+002 1.397955e+002 1.409545e+002 1.421136e+002 1.432610e+002 1.444083e+002 1.455557e+002 1.467030e+002 1.478504e+002 1.489977e+002 1.501451e+002 1.5129246+002 1.524398e+002 1.5371996+002 1.550000e+002 1.5608876+002 22 9.917734e + 001 1. 560887e+002 1.438597e + 002 1.456193e+002 1.191295e+001 2.799701e+000 23 1.013547e + 002 1. 571773e+002 1.456193e + 002 1.475431e+002 1.116221e+001 2.905706e+000 24 1.035320e + 002 1.582660e + 002 1.475431e+002 1.492062e + 002 1.034030e+001 2 . 402781e + 000 25 1.052660e+002 1.591330e+002 1.492062e+002 1.509997e+002 9 . 480810e+000 2 . 494832e+000 26 1.070000e+002 1.600000e+002 1.509997e+002 1.5306616 + 002 8.414291e + 000 2.768269e + 000 27 1.088418e+002 1. 608500e + 002 1. 530661e+002 1.5532426 + 002 7 .105776e+000 2 . 914174e+000 28 1.1068356 + 002 1. 617001e+002 1. 553242e+002 1.5800856+002 5.527227e+000 3.337200e+000 29 1.126656e+002 1.626149e+002 1.580085e+002 1.610170e+002 3.604982e+000 3.603196e+000 30 1.146478e + 002 1.635297e+002 1.610170e+002 1.644446e+002 1.316653e+000 3.960029e+000 1.013547e+002 1.035320e+002 1.052660e+002 1.070000e+002 1.088418e+002 1.106835e+002 1.126656e+002 1.146478e+002 1.166299e+002 SU L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X 1.5717736+002 1.582660e+002 1.591330e+002 1.600000e+002 1.608500e+002 1.617001e+002 1.626149e+002 1.635297e+002 1.644446e+002 P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SLJ Weight Pore Water Alpha Force Fn. Pore Air Phi B Liquified 1 3.0570e+002 1.6121e+002 -9.5516e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 8.8350e+002 4.6291e+002 -7.0019e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 1.1835e+003 5.9455e+002 -4.6557e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 1.5656e+003 7.4624e+002 -2.5070e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 1.9211e+003 8.8466e+002 -3.6185e-001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 2.2501e+003 1.0105e+003 1.7828e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 2.5526e+003 1.1242e+003 3.9299e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 2.8284e+003 1.2261e+003 6.0826e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 3.0773e+003 1.3164e+003 8.2439e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 3.2644e+003 1.3573e+003 1.0406e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 3.4544e+003 1.3758e+003 1.2572e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 3.6168e+003 1.3819e+003 1.4757e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 3.7508e+003 1.3748e+003 1.6964e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic F Seismic Y O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 3.8555e+003 1.3537e+003 1.9197e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 3.9296e+003 1.3173e+003 2.1461e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 3.9718e+003 1.2641e+003 2.3761e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 3.9805e+003 1.1920e+003 2.6102e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 3.9537e+003 1.0985e+003 2.8491e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 4.3335e+003 1.0852e+003 3.1081e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 4.1961e+003 8.9712e+002 3.3890e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 3.2682e+003 5.5491e+002 3.6512e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 3.1126e+003 3.6483e+002 3.8944e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 2.9165e+003 1.3394e+002 4.1462e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 2.1516e+003 O.OOOOe+000 4.3805e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 1.9728e+003 O.OOOOe+000 4.5967e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 1.8596e+003 O.OOOOe+000 4.8290e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 1.5705e+003 O.OOOOe+000 5.0798e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 1.3147e+003 O.OOOOe+000 5.3558e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 8.5746e+002 O.OOOOe+000 5.6621e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 3.1317e+002 O.OOOOe+000 5.9960e+001 .OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.5745705 Applied SL# Normal M ShearMob Phi Angle = 1 3.0146e+002 5.9358e+002 2.5000e+001 2 8.7691e+002 6.7109e+002 2.5000e+001 3 1.1796e+003 6.3754e+002 2.5000e+001 4 1.56416+003 7.0539e+002 2.5000e+001 5 1.9211e+003 7.6968e+002 2.5000e+001 6 2.2491e+003 8.2977e+002 2.5000e+001 7 2.5466e+003 8.8509e+002 2.5000e+001 8 2.8125e+003 9.3517e+002 2.5000e+001 9 3.0455e+003 9.7963e+002 2.5000e+001 10 3.2107e+003 1.0146e+003 2.5000e+001 11 3.3716e+003 1.0604e+003 2.5000e+001 12 3.4975e+003 1.1002e+003 2.5000e+001 13 3.5876e+003 1.1342e+003 2.5000e+001 14 3.6411e+003 1.1624e+003 2.5000e+001 15 3.6571e+003 1.1851e+003 2.5000e+001 16 3.6351e+003 1.2027e+003 2.5000e+001 17 3.5745e+003 1.2157e+003 2.5000e+001 18 3.4749e+003 1.2249e+003 2.5000e+001 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1, 1 1 1 1 1 1 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 ,0000e+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 Lambda= 0.0000 Cohesion 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 19 3.7113e+003 1.2091e+003 l.OOOOe+001 20 3.4832e+003 1.2336e+003 l.OOOOe+001 21 2.6267e+003 1.0235e+003 l.OOOOe+001 22 2.4209e+003 1.0482e+003 l.OOOOe+001 23 2.1856e+003 1.0786e+003 l.OOOOe+001 24 1.5528e+003 8.7585e+002 l.OOOOe+001 25 1.3712e+003 8.8240e+002 l.OOOOe+001 26 1.2373e+003 9.4729e+002 l.OOOOe+001 27 9.9261e+002 9.6251e+002 l.OOOOe+001 28 7.8093e+002 1.0624e+003 l.OOOOe+001 29 4.7175e+002 1.1055e+003 l.OOOOe+001 30 1.5678e+002 1.1745e+003 l.OOOOe+001 Bishop_Method_Fm= 1.6071299 Applied SL# Normal M ShearMob Phi Angle SideRight ShearRight 1 4.1332e+002 6.1401e+002 2.5000e+001 O.OOOOe+000 -6.9419e+002 O.OOOOe+000 2 9.7436e+002 6.8577e+002 2.5000e+001 O.OOOOe+000 -1.5155e+003 O.OOOOe+000 3 1.2397e+003 6.4206e+002 2.5000e+001 O.OOOOe+000 -2.2761e+003 O.OOOOe+000 4 1.5978e+003 7.0088e+002 2.5000e+001 O.OOOOe+000 -3.0677e+003 O.OOOOe+000 5 1.9259e+003 7.5550e+002 2.5000e+001 O.OOOOe+000 -3.8582e+003 O.OOOOe+000 6 2.2261e+003 8.0631e+002 2.5000e+001 O.OOOOe+000 -4.6189e+003 O.OOOOe+000 7 2.5000e+003 8.5363e+002 2.5000e+001 O.OOOOe+000 -5.3243e+003 O.OOOOe+000 8 2.7488e+003 8.9774e+002 2.5000e+001 O.OOOOe+000 -5.9520e+003 O.OOOOe+000 9 2.9734e+003 9.3886e+002 2.5000e+001 O.OOOOe+000 -6.4821e+003 O.OOOOe+000 10 3.1402e+003 9.7357e+002 2.5000e+001 O.OOOOe+000 -6.9006e+003 O.OOOOe+000 11 3.3115e+003 1.0214e+003 2.5000e+001 O.OOOOe+000 -7.2062e+003 O.OOOOe+000 12 3.4592e+003 1.0668e+003 2.5000e+001 O.OOOOe+000 -7.3875e+003 O.OOOOe+000 13 3.5829e+003 1.1099e+003 2.5000e+001 O.OOOOe+000 -7.4357e+003 O.OOOOe+000 14 3.6818e+003 1.1507e+003 2.5000e+001 O.OOOOe+000 -7.3452e+003 O.OOOOe+000 15 3.7547e+003 1.1894e+003 2.5000e+001 O.OOOOe+000 -7.1132e+003 O.OOOOe+000 16 3.7999e+003 1.2261e+003 2.5000e+001 O.OOOOe+000 -6.7404e+003 O.OOOOe+000 17 3.8149e+003 1.2608e+003 2.5000e+001 O.OOOOe+000 -6.2318e+003 O.OOOOe+000 18 3.7965e+003 1.2934e+003 2.5000e+001 O.OOOOe+000 -5.5966e+003 O.OOOOe+000 19 4.3065e+003 1.2499e+003 l.OOOOe+001 O.OOOOe+000 -4.4871e+003 O.OOOOe+000 4.6000e+002 4.6000e+002 4. 6000e+002 4.6000e+002 4.6000e+002 4. 6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 Lambda= 0.0000 Cohesion ============== 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 4.6000e+002 SideLeft ============ O.OOOOe+000 6.9419e+002 1.5155e+003 2.2761e+003 3.0677e+003 3.8582e+003 4 .6189e+003 5.3243e+003 5.9520e+003 6.4821e+003 6.9006e+003 7 .2062e+003 7.3875e+003 7.4357e+003 7.3452e+003 7.1132e+003 6.7404e+003 6.2318e+003 5.5966e+003 ShearLeft 20 4.1908e+003 1.2863e+003 l.OOOOe+001 O.OOOOe+000 -3.2641e+003 O.OOOOe+000 21 3.2715e+003 1.0735e+003 l.OOOOe+001 O.OOOOe+000 -2.2201e+003 O.OOOOe+000 22 3.1109e+003 1.1026e+003 l.OOOOe+001 O.OOOOe+000 -1.1646e+003 O.OOOOe+000 23 2.8898e+003 1.1340e+003 l.OOOOe+001 O.OOOOe+000 -1.4621e+002 O.OOOOe+000 24 2.1006e+003 9.1820e+002 l.OOOOe+001 O.OOOOe+000 6.0718e+002 O.OOOOe+000 25 1.8856e+003 9.2096e+002 l.OOOOe+001 O.OOOOe+000 1.2831e+003 O.OOOOe+000 26 1.6970e+003 9.7854e+002 l.OOOOe+001 O.OOOOe+000 1.8550e+003 O.OOOOe+000 27 1.2887e+003 9.7550e+002 l.OOOOe+001 O.OOOOe+000 2.1910e+003 O.OOOOe+000 28 8.0066e+002 1.0430e+003 l.OOOOe+001 O.OOOOe+000 2.1633e+003 O.OOOOe+000 29 -5.8331e+000 1.0307e+003 l.OOOOe+001 O.OOOOe+000 1.5359e+003 O.OOOOe+000 30 -1.1216e+003 1.0104e+003 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu Method Ff= 1.5568120 Applied SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 4.1660e+002 6.3483e+002 2.5000e+001 O.OOOOe+000 -6.9419e+002 O.OOOOe+000 2 9.7699e+002 7.0872e+002 2.5000e+001 O.OOOOe+000 -1.5155e+003 O.OOOOe+000 3 1.2414e+003 6.6330e+002 2.5000e+001 O.OOOOe+000 -2.2761e+003 O.OOOOe+000 4 1.5987e+003 7.2381e+002 2.5000e+001 O.OOOOe+000 -3.0677e+003 O.OOOOe+000 5 1.9261e+003 7.7996e+002 2.5000e+001 O.OOOOe+000 -3.8582e+003 O.OOOOe+000 6 2.2254e+003 8.3214e+002 2.5000e+001 O.OOOOe+000 -4.6189e+003 O.OOOOe+000 7 2.4983e+003 8.8070e+002 2.5000e+001 O.OOOOe+000 -5.3243e+003 O.OOOOe+000 8 2.7460e+003 9.2592e+002 2.5000e+001 O.OOOOe+000 -5.9520e+003 O.OOOOe+000 9 2.9695e+003 9.6803e+002 2.5000e+001 O.OOOOe+000 -6.4821e+003 O.OOOOe+000 10 3.1351e+003 1.0035e+003 2.5000e+001 O.OOOOe+000 -6.9006e+003 O.OOOOe+000 11 3.3050e+003 1.0525e+003 2.5000e+001 O.OOOOe+000 -7.2062e+003 O.OOOOe+000 12 3.4513e+003 1.0989e+003 2.5000e+001 O.OOOOe+000 -7.3875e+003 O.OOOOe+000 13 3.5735e+003 1.1429e+003 2.5000e+001 O.OOOOe+000 -7.4357e+003 O.OOOOe+000 14 3.6709e+003 1.1846e+003 2.5000e+001 O.OOOOe+000 -7.3452e+003 O.OOOOe+000 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4 .6000e+002 4. 6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4. 6000e + 002 4 . 4871e+003 3.2641e+003 2.2201e+003 1.1646e+003 1. 4621e+002 -6.0718e+002 -1.2831e+003 -1.8550e+003 -2.1910e+003 -2.1633e+003 -1.5359e+003 Lambda= 0.0000 Cohesion 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 SideLeft ShearLeft O.OOOOe+000 6.9419e+002 1.5155e+003 2.2761e+003 3.0677e+003 3.8582e+003 4.6189e+003 5.3243e+003 5.9520e+003 6.4821e+003 6.9006e+003 7.2062e+003 7.3875e+003 7.4357e+003 15 3.7421e+003 1.2241e+003 2.5000e+001 O.OOOOe+000 -7.1132e+003 O.OOOOe+000 16 3.7855e+003 1.2614e+003 2.5000e+001 O.OOOOe+000 -6.7404e+003 O.OOOOe+000 17 3.7986e+003 1.2967e+003 2.5000e+001 O.OOOOe+000 -6.2318e+003 O.OOOOe+000 18 3.7783e+003 1.3298e+003 2.5000e+001 O.OOOOe+000 -5.5966e+003 O.OOOOe+000 19 4.2852e+003 1.2879e+003 l.OOOOe+001 O.OOOOe+000 -4.4871e+003 O.OOOOe+000 20 4.1666e+003 1.3251e+003 l.OOOOe+001 O.OOOOe+000 -3.2641e+003 O.OOOOe+000 21 3.2494e+003 1.1057e+003 l.OOOOe+001 O.OOOOe+000 -2.2201e+003 O.OOOOe+000 22 3.0863e+003 1.1355e+003 l.OOOOe+001 O.OOOOe+000 -1.1646e+003 O.OOOOe+000 23 2.8623e+003 1.1676e+003 l.OOOOe+001 O.OOOOe+000 -1.4621e+002 O.OOOOe+000 24 2.0767e+003 9.4517e+002 l.OOOOe+001 O.OOOOe+000 6.0718e+002 O.OOOOe+000 25 1.8599e+003 9.4782e+002 l.OOOOe+001 O.OOOOe+000 1.2831e+003 O.OOOOe+000 26 1.6677e+003 1.0068e+003 l.OOOOe+001 O.OOOOe+000 1.8550e+003 O.OOOOe+000 27 1.2570e+003 1.0034e+003 l.OOOOe+001 O.OOOOe+000 2.1910e+003 O.OOOOe+000 28 7.6374e+002 1.0726e+003 l,0000e+001 O.OOOOe+000 2.1633e+003 O.OOOOe+000 29 -4.6086e+001 1.0594e+003 l.OOOOe+001 O.OOOOe+000 1.5359e+003 O.OOOOe+000 30 -1.1657e+003 1.0381e+003 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Spencer Method Fm= 1.6215484 Applied SLtt Normal M ShearMob Phi_Angle SideRight ShearRight 1 6.1501e+002 6.6655e+002 2.5000e+001 O.OOOOe+000 -7.6059e+002 -1.9015e+002 2 1.2058e+003 7.4623e+002 2.5000e+001 1.9015e+002 -1.6499e+003 -4.1249e+002 3 1.4482e+003 6.9630e+002 2.5000e+001 4.1249e+002 -2.4634e+003 -6.1584e+002 4 1.8094e+003 7.5551e+002 2.5000e+001 6.1584e+002 -3.2996e+003 -8.2489e+002 5 2.1323e+003 8.0813e+002 2.5000e+001 8.2489e+002 -4.1238e+003 -1.0309e+003 6 2.4203e+003 8.5496e+002 2.5000e+001 1.0309e+003 -4.9060e+003 -1.2265e+003 7 2.6760e+003 8.9667e+002 2.5000e+001 1.2265e+003 -5.6204e+003 -1.4051e+003 8 2.9019e+003 9.3380e+002 2.5000e+001 1.4051e+003 -6.2449e+003 -1.5612e+003 9 3.0997e+003 9.6682e+002 2.5000e+001 1.5612e+003 -6.7609e+003 -1.6902e+003 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 7.3452e+003 7.1132e+003 6.7404e+003 6.2318e+003 5.5966e+003 4 .4871e + 003 3.2641e+003 2.2201e+003 1 . 1646e+003 1.4621e+002 -6.0718e+002 -1.2831e+003 -1.8550e+003 -2.1910e+003 -2.1633e+003 -1.5359e+003 Lambda= -0.2500 Cohesion 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 SideLeft ShearLeft O.OOOOe+000 7. 6059e+002 1.6499e+003 2.4634e+003 3.2996e+003 4.1238e+003 4.9060e+003 5.6204e+003 6.2449e+003 10 3.2371e+003 9.9280e+002 2.5000e+001 1.6902e+003 -7.1565e+003 -1.7891e+003 11 3.3797e+003 1.0320e+003 2.5000e+001 1.7891e+003 -7.4321e+003 -1.8580e+003 12 3.4966e+003 1.0681e+003 2.5000e+001 1.8580e+003 -7.5784e+003 -1.8946e+003 13 3.5882e+003 1.1015e+003 2.5000e+001 1.8946e+003 -7.5894e+003 -1.8973e+003 14 3.6542e+003 1.1325e+003 2.5000e+001 1.8973e+003 -7.4617e+003 -1.8654e+003 15 3.6941e+003 1.1614e+003 2.5000e+001 1.8654e+003 -7.1954e+003 -1.7989e+003 16 3.7067e+003 1.1884e+003 2.5000e+001 1.7989e+003 -6.7940e+003 -1.6985e+003 17 3.6904e+003 1.2138e+003 2.5000e+001 1.6985e+003 -6.2646e+003 -1.5661e+003 18 3.6428e+003 1.2377e+003 2.5000e+001 1.5661e+003 -5.6187e+003 -1.4047e+003 19 4.0269e+003 1.2084e+003 l.OOOOe+001 1.4047e+003 -4.5760e+003 -1.1440e+003 20 3.8796e+003 1.2410e+003 l.OOOOe+001 1.1440e+003 -3.4426e+003 -8.6064e+002 21 3.0024e+003 1.0347e+003 l.OOOOe+001 8.6064e+002 -2.4858e+003 -6.2145e+002 22 2.8346e+003 1.0628e+003 l.OOOOe+001 6.2145e+002 -1.5268e+003 -3.8169e+002 23 2.6179e+003 1.0944e+003 l.OOOOe+001 3.8169e+002 -6.0739e+002 -1.5185e+002 24 1.8949e+003 8.8767e+002 l.OOOOe+001 1.5185e+002 7.0396e+001 1.7599e+001 25 1.6964e+003 8.9220e+002 l.OOOOe+001 1.7599e+001 6.7839e+002 1.6960e+002 26 1.5312e+003 9.5181e+002 l.OOOOe+001 1.6960e+002 1.1988e+003 2.9969e+002 27 1.1844e+003 9.5549e+002 l.OOOOe+001 2.9969e+002 1.5235e+003 3.8089e+002 28 7.9794e+002 1.0335e+003 l.OOOOe+001 3.8089e+002 1.5600e+003 3.8999e+002 29 1.7418e+002 1.0411e+003 l.OOOOe+001 3.8999e+002 1.1281e+003 2.8203e+002 30 -6.3475e+002 1.0544e+003 l.OOOOe+001 2.8203e+002 O.OOOOe+000 O.OOOOe+000 Slip Surface Summary Analysis Volume Weight Act Force FOS Ordinary Method 6.5177e+002 7.8212e+004 1.5745705 Bishop Method 6.5177e+002 7.8212e+004 3. 3. 3. 3. 3. 3. 3. 3. 3, 4 4 4 4 4 4 4 4 4 4 4 4 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 .OOOOe+002 ,0000e+002 .OOOOe+002 .6000e+002 .6000e+002 .60006+002 .6000e+002 .6000e+002 .60006+002 .60006+002 .60006+002 .6000e+002 .60006+002 .60006+002 .6000e+002 Res Moment 3 3 .05666+006 .1198e+006 6. 7 . 7 . 7 . 7 . 7 . 7 . 6. 6. 5. 4 . 3. 2. 1. 6. -7. -6. -1. -1, -1 -1 7609e+003 1565e+003 4321e+003 5784e+003 5894e+003 4617e+003 1954e+003 7940e+003 2646e+003 6187e+003 5760e+003 4426e+003 4858e+003 5268e+003 0739e+002 .03966+001 - ,7839e+002 - ,1988e+003 - .5235e+003 - .5600e+003 - .1281e+003 - Act_Moment Res Force 1 1 .9412e+006 .9412e+006 1.6071299 Janbu Method 6.5177e+002 7.8212e+004 4.0840e+004 2.6233e+004 1.5568120 Spencer Method 6.5177e+002 7.8212e+004 3.1478e+006 1.9412e+006 4.1390e+004 2.5555e+004 1.6215484 Reinforcement_Summary Reinforcement Active Int_X Int_Y Used_Resis Used_Load Avail_BL Req_BL ~ I 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 La Costa Condominiums F.N. 23280.01 DATESTAMP 9/9/2009 TIMESTAMP 9:57:38 AM Center_X Center_Y Radius Slip_Surface Method 1.204050e+002 2.690830e+002 1.377511e+002 1308 2 SL# X_Left Y_L_Top Y_L_Bottom X_Right Y_R_Top Y_R_Bottom Mid_Height Base_Length 1 6.859855e+001 1.414448e+002 1.4144486+002 7.0000006+001 1.4211366+002 1.4088496+002 6.1661086-001 1.509158e+000 2 7.000000e+001 1.4211366+002 1.4088496+002 7.144671e+001 1.428041e+002 1.403254e+002 1.8560626+000 1.551112e+000 3 7.144671e+001 1.428041e+002 1.4032546+002 8.003646e+001 1.469038e+002 1.3737966+002 6.0805656+000 9.082503e+000 4 8.0036466+001 1.4690386+002 1.3737966+002 8.569097e+001 1.4960256+002 1.3577756+002 1.1707176+001 5.877521e+000 5 8.5690976+001 1.4960256+002 1.357775e+002 9.134549e+001 1.523013e+002 1.3443186+002 1.5878746+001 5.8128826+000 6 9.1345496+001 1.5230136+002 1.3443186+002 9.7000006+001 1.5500006+002 1.3333476+002 1.9798076+001 5.7603836+000 7 9.7000006+001 1.5500006+002 1.333347e+002 1.020000e+002 1.5750006+002 1.3256696+002 2.332272e+001 5.0588936+000 8 1.0200006+002 1.5750006+002 1.3256696+002 1.0700006+002 1.600000e+002 1.3198566+002 2.6496916+001 5.033955e+000 9 1.0700006+002 1.6000006+002 1.3198566+002 1.0900006+002 1.6092316+002 1.3180486+002 2.8570036+001 2.0081776+000 10 1.0900006+002 1.6092316+002 1.3180486+002 1.106835e+002 1.6170016+002 1.3167536+002 2.9574156+001 1.6884926+000 11 1.1068356+002 1.6170016+002 1.316753e+002 1.190000e+002 1.6553856+002 1.3133906+002 3.2175056+001 8.3245526+000 12 1.1900006+002 1.6553856+002 1.313390e+002 1.2000006+002 1.6600006+002 1.3133256+002 3.4434406+001 1.0000246+000 13 1.2000006+002 1.6600006+002 1.313325e+002 1.280000e+002 1.682857e+002 1.3154146+002 3.576407e+001 8.003855e+000 14 1.2800006+002 1.6828576+002 1.3154146+002 1.3356256+002 1.698750e+002 1.3196176+002 3.7357116+001 5.5787866+000 15 1.3356256+002 1.698750e+002 1.319617e+002 1.3800006+002 1.711429e+002 1.3246036+002 3.8316156+001 4.465562e+000 16 1.3800006+002 1.7114296+002 1.3246036+002 1.4600006+002 1.734286e+002 1.3373076+002 3.9250546+001 8.1014166+000 17 1.4600006+002 1.7342866+002 1.337307e+002 1.515000e+002 1.7500006+002 1.3488746+002 3.9934516+001 5.6207176+000 18 1.5150006+002 1.7500006+002 1.348874e+002 1.570000e+002 1.7657146+002 1.3628186+002 4.0231216+001 5.6744086+000 19 1.5700006+002 1.765714e+002 1.3628186+002 1.6200006+002 1.780000e+002 1.3776216+002 4.0289506+001 5.2148116+000 20 1.6200006+002 1.7800006+002 1.3776216+002 1.6700006+002 1.8200006+002 1.3945186+002 4.1419736+001 5.2781456+000 21 1.6700006+002 1.8200006+002 1.3945186+002 1.7200006+002 1.8600006+002 1.4135956+002 4.3622126+001 5.3519086+000 22 1.7200006+002 1.860000e+002 1.413595e+002 1.7800006+002 1.8950006+002 1.4395056+002 4.5137186+001 6.5361486+000 23 1.780000e+002 1.895000e+002 1.4395056+002 1.8400006+002 1.9300006+002 1.4689066+002 4.587456e+001 6.6822626+000 24 1.8400006+002 1.9300006+002 1.4689066+002 1.8970516+002 1.964531e+002 1.5003346+002 4.6308506+001 6.5141216+000 25 1.8970516+002 1.9645316+002 1.500334e+002 1.954102e+002 1.999062e+002 1.5354296+002 4.6439286+001 6.698772e+000 26 1.954102e+002 1.999062e+002 1.5354296+002 2.009330e+002 2.032489e+002 1.5732196+002 4.6194386+001 6.692571e+000 27 2.0093306+002 2.032489e+002 1.573219e+002 2.0645576+002 2.0659166+002 1.6151656+002 4.5555886+001 6.9357766+000 28 2.0645576+002 2.065916e+002 1.6151656+002 2.1197856+002 2.0993436+002 1.6617736+002 4.4478116+001 7.2274606+000 29 2.1197856+002 2.0993436+002 1.661773e+002 2.1750126+002 2.1327706+002 1.7137126+002 4.2903056+001 7.582312e+000 30 2.1750126+002 2.132770e+002 1.7137126+002 2.2200006+002 2.160000e+002 1.7605766+002 4.0979436+001 6.4968936+000 31 2.2200006+002 2.1600006+002 1.7605766+002 2.2600006+002 2.165714e+002 1.8062426+002 3.7995576+001 6.071223e+000 32 2.2600006+002 2.1657146+002 1.8062426+002 2.3289606+002 2.175566e+002 1.8957816+002 3.2152766+001 1.1304786+001 33 2.3289606+002 2.175566e+002 1.8957816+002 2.397920e+002 2.185417e+002 2.0036626+002 2.3353006+001 1.2808456+001 34 2.3979206+002 2.1854176+002 2.0036626+002 2.466879e+002 2.1952686+002 2.1405716+002 1.2295616+001 1.533744e+001 35 2.4668796+002 2.1952686+002 2.1405716+002 2.4906326+002 2.198662e+002 2.1986626+002 2.829274e+000 6.2765156+000 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y P_Load_X P_Load_Y A_Modifier AS Load X AS Load Y Combined 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.00006+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.00006+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 3.3829e+004 -1.2313e+004 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 32 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 33 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 34 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 35 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore_Water Alpha Force Fn. Seismic_F Seismic_Y Pore_Air Phi B Liquified 1 1.0370e+002 O.OOOOe+000-2.1777e+001 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 3.2222e+002 O.OOOOe+000 -2.1141 e+001 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 6.2677e+003 1.4272e+003 -1.8930e+001 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 7.9438e+003 2.3281 e+003-1.5818e+001 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 1.0774e+004 3.2981 e+003-1.33876+001 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 1.3434e+004 4.1642e+003 -1.0980e+001 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 1.3994e+004 4.32756+003-8.7302e+000 O.OOOOe+000 O.OOOOe+000 0 8 1.5898e+004 4.8713e+003 -6.6312e+000 O.OOOOe+000 O.OOOOe+000 0 9 6.8568e+003 2.0872e+003 -5.1666e+000 O.OOOOe+000 O.OOOOe+000 0 10 5.97466+003 1.81496+003 -4.3978e+000 O.OOOOe+000 O.OOOOe+000 0 11 3.2110e+004 9.31026+003-2.3154e+000 O.OOOOe+000 O.OOOOe+000 0 12 4.1321e+003 1.1403e+003 O.OOOOe+000 O.OOOOe+000 0 13 3.4334e+004 9.2212e+003 O.OOOOe+000 O.OOOOe+000 0 14 2.4936e+004 6.4298e+003 4.3211e+000 O.OOOOe+000 O.OOOOe+000 0 15 2.04036+004 5.0881 e+003 O.OOOOe+000 O.OOOOe+000 0 16 3.7681e+004 8.9679e+003 O.OOOOe+000 O.OOOOe+000 0 17 2.6357e+004 5.9080e+003 O.OOOOe+000 O.OOOOe+000 0 18 2.6553e+004 5.6141 e+003 O.OOOOe+000 O.OOOOe+000 0 19 2.4174e+004 4.7787e+003 O.OOOOe+000 O.OOOOe+000 0 20 2.48526+004 4.4004e+003 O.OOOOe+000 O.OOOOe+000 0 21 2.61736+004 3.9481 e+003 O.OOOOe+000 O.OOOOe+000 0 22 3.24996+004 4.0265e+003 O.OOOOe+000 O.OOOOe+000 0 23 3.3030e+004 3.0942e+003 O.OOOOe+000 O.OOOOe+000 0 24 3.17036+004 1.9029e+003 O.OOOOe+000 O.OOOOe+000 0 25 3.17936+004 6.9167e+002 O.OOOOe+000 O.OOOOe+000 0 26 3.0614e+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 3.01916+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 2.9477e+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 2.8433e+004 O.OOOOe+000 4.3242e+001 O.OOOOe+000 O.OOOOe+000 0 30 2.2123e+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 1.82386+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 32 2.66076+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 33 1.93256+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 34 1.0175e+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 35 8.0644e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 LOOOOe+000 O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 3.7622e-001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 1.49636+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 1.0000e+000 O.OOOOe+000 O.OOOOe+000 6.4100e+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 9.0235e+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 1.18776+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 1.42266+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 1.64916+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 1.8673e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 2.0884e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 2.33566+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 2.61056+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 2.8850e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 3.15986+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 3.4382e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 3.72176+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 4.01626+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 4.61706+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 4.8784e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 5.2398e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 5.74126+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 6.3266e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 6.7761e+001 LOOOOe+OOO O.OOOOe+000 O.OOOOe+000 Ordinary_Method_Fm= 1.6244610 Applied_Lambda= 0.0000 SL# Normal_M ShearMob Phi_Angle Cohesion 1 9.6297e+001 4.3780e+002 1.0000e+001 4.6000e+002 2 3.0053e+002 4.7185e+002 1.0000e+001 4.6000e+002 3 5.92876+003 3.0605e+003 1.0000e+001 4.6000e+002 4 7.6430e+003 2.6111e+003 2.50006+001 3.0000e+002 5 1.04826+004 3.13566+003 2.5000e+001 3.0000e+002 6 1.31886+004 3.6541e+003 2.50006+001 3.0000e+002 7 1.38326+004 3.6624e+003 2.5000e+001 3.0000e+002 8 1.57926+004 4.0644e+003 2.5000e+001 3.0000e+002 9 6.82896+003 1.7320e+003 2.5000e+001 3.0000e+002 10 5.95706+003 1.5008e+003 2.50006+001 3.0000e+002 11 3.20846+004 8.0746e+003 2.5000e+001 3.0000e+002 12 4.13206+003 1.04356+003 2.50006+001 3.0000e+002 13 3.43226+004 8.6833e+003 2.5000e+001 3.0000e+002 14 2.48656+004 6.3222e+003 2.5000e+001 3.0000e+002 15 2.02766+004 5.1843e+003 2.5000e+001 3.00006+002 16 3.72146+004 9.6043e+003 2.5000e+001 3.0000e+002 17 2.57926+004 6.7459e+003 2.5000e+001 3.0000e+002 18 2.57386+004 6.8247e+003 2.5000e+001 3.0000e+002 19 2.31796+004 6.2450e+003 2.5000e+001 3.0000e+002 20 2.35446+004 6.46996+003 2.50006+001 3.0000e+002 21 2.44546+004 6.8746e+003 2.5000e+001 3.00006+002 22 2.98366+004 8.6157e+003 2.5000e+001 3.0000e+002 23 5.56026+004 1.6307e+004 2.5000e+001 3.0000e+002 24 2.77696+004 8.62796+003 2.5000e+001 3.0000e+002 25 2.70806+004 8.8119e+003 2.5000e+001 3.0000e+002 26 2.52666+004 8.4886e+003 2.50006+001 3.0000e+002 27 2.40436+004 8.1825e+003 2.5000e+001 3.0000e+002 28 2.25276+004 7.8012e+003 2.50006+001 3.0000e+002 29 2.07126+004 7.3459e+003 2.5000e+001 3.0000e+002 30 1.53216+004 9.00346+003 3.5000e+001 6.0000e+002 31 1.20176+004 7.42226+003 3.50006+001 6.0000e+002 32 1.62356+004 1.11736+004 3.50006+001 6.0000e+002 33 1.04086+004 9.2172e+003 3.50006+001 6.0000e+002 34 4.57716+003 7.6379e+003 3.50006+001 6.0000e+002 35 3.05216+002 1.0880e+003 3.3000e+001 2.5000e+002 Bishop_Method_Fm= 1.8062531 Applied_Lambda= 0.0000 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft ShearLeft ShearRight SideRight 1 2.75976+002 4.1128e+002 5.39366+002 O.OOOOe+000 2 5.17766+002 4.4557e+002 1.20106+003 O.OOOOe+000 3 7.62686+003 2.9183e+003 6.81866+003 O.OOOOe+000 4 9.02266+003 2.7045e+003 1.22456+004 O.OOOOe+000 5 1.18296+004 3.16796+003 1.84856+004 O.OOOOe+000 6 1.43826+004 3.5945e+003 2.52196+004 O.OOOOe+000 7 1.4698e+004 3.51746+003 3.13766+004 O.OOOOe+000 1.00006+001 1.00006+001 I.OOOOe+001 2.50006+001 2.5000e+001 2.5000e+001 2.50006+001 4.60006+002 4.6000e+002 4.60006+002 3.0000e+002 3.00006+002 3.00006+002 3.00006+002 O.OOOOe+000 5.39366+002 1.20106+003 6.8186e+003 1.22456+004 1.8485e+004 2.52196+004 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 8 1.6450e+004 3.8253e+003 2.5000e+001 3.0000e+002 3.1376e+004 O.OOOOe+000 - 3.75576+004 O.OOOOe+000 9 7.03036+003 1.6097e+003 2.5000e+001 3.0000e+002 3.7557e+004 O.OOOOe+000 - 3.99946+004 O.OOOOe+000 10 6.09896+003 1.38646+003 2.5000e+001 3.0000e+002 3.99946+004 O.OOOOe+000 - 4.20176+004 O.OOOOe+000 11 3.24346+004 7.3522e+003 5.15786+004 O.OOOOe+000 12 4.1384e+003 9.4008e+002 5.26606+004 O.OOOOe+000 13 3.4142e+004 7.7631 e+003 6.0467e+004 O.OOOOe+000 14 2.4583e+004 5.6131 e+003 6.4884e+004 O.OOOOe+000 15 2.00156+004 4.59536+003 6.7762e+004 O.OOOOe+000 16 3.67986+004 8.5303e+003 7.1423e+004 O.OOOOe+000 17 2.56646+004 6.0339e+003 7.2755e+004 O.OOOOe+000 18 2.5831e+004 6.1616e+003 7.31016+004 O.OOOOe+000 19 2.35226+004 5.7049e+003 7.25616+004 O.OOOOe+000 20 2.42086+004 5.9903e+003 7.11846+004 O.OOOOe+000 21 2.5547e+004 6.4650e+003 6.8873e+004 O.OOOOe+000 22 3.18316+004 8.2637e+003 6.48076+004 O.OOOOe+000 23 4.46886+004 1.18486+004 9.10036+004 O.OOOOe+000 24 3.1404e+004 8.6981 e+003 8.44966+004 O.OOOOe+000 25 3.17166+004 9.1219e+003 7.6733e+004 O.OOOOe+000 26 3.08806+004 9.0837e+003 6.7883e+004 O.OOOOe+000 27 3.09666+004 9.1462e+003 5.75496+004 O.OOOOe+000 28 3.0840e+004 9.1621e+003 4.5792e+004 O.OOOOe+000 29 3.04546+004 9.1214e+003 3.27216+004 O.OOOOe+000 30 2.11556+004 1.03596+004 2.58376+004 O.OOOOe+000 31 1.75926+004 8.83646+003 1.94686+004 O.OOOOe+000 32 2.5763e+004 1.37436+004 9.1012e+003 O.OOOOe+000 33 1.8193e+004 1.1307e+004 1.2842e+003 O.OOOOe+000 34 7.0663e+003 7.8341 e+003 4.5431e+002 O.OOOOe+000 35 3.38046+000 8.6994e+002 O.OOOOe+000 O.OOOOe+000 2.5000e+001 3.00006+002 4.20176+004 O.OOOOe+000 - 2.50006+001 3.00006+002 5.1578e+004 O.OOOOe+000 - 2.5000e+001 3.0000e+002 5.2660e+004 O.OOOOe+000 - 2.5000e+001 3.0000e+002 6.0467e+004 O.OOOOe+000 - 2.50006+001 3.00006+002 6.4884e+004 O.OOOOe+000 - 2.50006+001 3.00006+002 6.7762e+004 O.OOOOe+000 - 2.50006+001 3.0000e+002 7.1423e+004 O.OOOOe+000 - 2.50006+001 3.00006+002 7.2755e+004 O.OOOOe+000 - 2.5000e+001 3.0000e+002 7.3101e+004 O.OOOOe+000 - 2.50006+001 3.00006+002 7.2561e+004 O.OOOOe+000 - 2.50006+001 3.0000e+002 7.1184e+004 O.OOOOe+000 - 2.50006+001 3.00006+002 6.8873e+004 O.OOOOe+000 - 2.50006+001 3.0000e+002 6.4807e+004 O.OOOOe+000 - 2.5000e+001 3.00006+002 9.1003e+004 O.OOOOe+000 - 2.5000e+001 3.00006+002 8.4496e+004 O.OOOOe+000 - 2.50006+001 3.00006+002 7.6733e+004 O.OOOOe+000- 2.5000e+001 3.0000e+002 6.7883e+004 O.OOOOe+000 - 2.5000e+001 3.00006+002 5.75496+004 O.OOOOe+000 - 2.5000e+001 3.00006+002 4.5792e+004 O.OOOOe+000 - 3.50006+001 6.00006+002 3.2721e+004 O.OOOOe+000 - 3.5000e+001 6.0000e+002 2.5837e+004 O.OOOOe+000 - 3.50006+001 6.0000e+002 1,9468e+004 O.OOOOe+000 - 3.50006+001 6.0000e+002 9.1012e+003 O.OOOOe+000 - 3.50006+001 6.00006+002 1.2842e+003 O.OOOOe+000 3.30006+001 2.50006+002 -4.5431 e+002 O.OOOOe+000 Janbu_Method_Ff= 1.6154692 Applied_Lambda= 0.0000 SL# Normal_F ShearMob Phi_Angle Cohesion SideLeft ShearLeft SideRight ShearRight 1 2.9689e+002 4.6213e+002 1.0000e+001 4.6000e+002 O.OOOOe+000 O.OOOOe+000 - 5.3936e+002 O.OOOOe+000 2 5.39666+002 5.0058e+002 1.0000e+001 4.60006+002 5.3936e+002 O.OOOOe+000 - 1.2010e+003 O.OOOOe+000 3 7.75346+003 3.27676+003 1.0000e+001 4.6000e+002 1.2010e+003 O.OOOOe+000- 6.81866+003 O.OOOOe+000 4 9.1243e+003 3.0532e+003 2.5000e+001 3.0000e+002 6.8186e+003 O.OOOOe+000 - 1.22456+004 O.OOOOe+000 5 1.1928e+004 3.5705e+003 2.5000e+001 3.0000e+002 1.22456+004 O.OOOOe+000 - 1.8485e+004 O.OOOOe+000 6 1.44726+004 4.0450e+003 2.5000e+001 3.0000e+002 1.8485e+004 O.OOOOe+000 - 2.52196+004 O.OOOOe+000 7 1.4767e+004 3.9527e+003 2.5000e+001 3.0000e+002 2.5219e+004 O.OOOOe+000 - 3.13766+004 O.OOOOe+000 8 1.6506e+004 4.2932e+003 2.5000e+001 3.0000e+002 3.1376e+004 O.OOOOe+000 - 3.7557e+004 O.OOOOe+000 9 7.0485e+003 1.8050e+003 2.5000e+001 3.00006+002 3.7557e+004 O.OOOOe+000- 3.9994e+004 O.OOOOe+000 10 6.11216+003 1.55406+003 2.5000e+001 3.0000e+002 3.9994e+004 O.OOOOe+000- 4.2017e+004 O.OOOOe+000 11 3.2470e+004 8.23116+003 2.5000e+001 3.0000e+002 4.20176+004 O.OOOOe+000 - 5.15786+004 O.OOOOe+000 12 4.1391e+003 1.05136+003 2.5000e+001 3.0000e+002 5.1578e+004 O.OOOOe+000 - 5.2660e+004 O.OOOOe+000 13 3.4118e+004 8.6728e+003 2.5000e+001 3.0000e+002 5.2660e+004 O.OOOOe+000 - 6.04676+004 O.OOOOe+000 14 2.4533e+004 6.2614e+003 2.5000e+001 3.0000e+002 6.04676+004 O.OOOOe+000 - 6.4884e+004 O.OOOOe+000 15 1.99546+004 5.1205e+003 2.5000e+001 3.0000e+002 6.4884e+004 O.OOOOe+000- 6.7762e+004 O.OOOOe+000 16 3.66406+004 9.4922e+003 2.5000e+001 3.0000e+002 6.7762e+004 O.OOOOe+000 - 7.14236+004 O.OOOOe+000 17 2.55196+004 6.7045e+003 2.5000e+001 3.0000e+002 7.1423e+004 O.OOOOe+000 - 7.2755e+004 O.OOOOe+000 18 2.56536+004 6.8382e+003 2.5000e+001 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2.5000e+001 4.5792e+004 O.OOOOe+000 29 2.9633e+004 9.9617e+003 2.5000e+001 3.27216+004 O.OOOOe+000 30 2.02516+004 1.1191e+004 3.5000e+001 2.58376+004 O.OOOOe+000 31 1.67716+004 9.52426+003 3.5000e+001 1.94686+004 O.OOOOe+000 32 2.43756+004 1.47646+004 3.50006+001 9.10126+003 O.OOOOe+000 33 1.69116+004 1.20876+004 3.50006+001 1.28426+003 O.OOOOe+000 34 6.04986+003 8.3187e+003 3.50006+001 4.54316+002 O.OOOOe+000 35-1.27056+002 9.2024e+002 3.3000e+001 O.OOOOe+000 O.OOOOe+000 3.0000e+002 5.75496+004 O.OOOOe+000 • 3.00006+002 4.5792e+004 O.OOOOe+000 • 6.00006+002 3.2721e+004 O.OOOOe+000 • 6.00006+002 2.58376+004 O.OOOOe+000 • 6.00006+002 1.9468e+004 O.OOOOe+000 • 6.00006+002 9.1012e+003 O.OOOOe+000 • 6.00006+002 1.2842e+003 O.OOOOe+000 2.5000e+002 -4.5431 e+002 O.OOOOe+000 Spencer_Method_Fm= 1.7845176 Applied_Lambda=-0.3469 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft ShearRight ShearLeft SideRight 1 5.10726+002 4.39486+002 5.9814e+002 -2.07516+002 2 8.05486+002 4.7942e+002 1.3364e+003 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2.4929e+004 8.6484e+003- 1.87546+004 -6.5063e+003 32 2.19356+004 1.2408e+004 3.5000e+001 6.0000e+002 1.8754e+004 6.5063e+003- 8.97706+003 -3.11436+003 33 1.5175e+004 1.0261e+004 3.5000e+001 6.0000e+002 8.9770e+003 3.1143e+003- 1.75416+003 -6.08556+002 34 6.08926+003 7.5461e+003 3.5000e+001 6.0000e+002 1.7541e+003 6.0855e+002 2.51016+002 8.70826+001 35 1.11236+002 9.1978e+002 3.3000e+001 2.5000e+002-2.5101e+002-8.7082e+001 O.OOOOe+000 O.OOOOe+000 Slip_Surface_Summary Analysis Volume Weight Res_Moment Act_Moment Res_Force Act_Force FOS Ordinary Method 5.9024e+003 7.0829e+005 4.8363e+007 2.9771 e+007 1.6244610 Bishop Method 5.9024e+003 7.0829e+005 5.3775e+007 2.9771 e+007 1.8062531 Janbu Method 5.9024e+003 7.0829e+005 3.2081 e+005 1.9859e+005 1.6154692 Spencer Method 5.9024e+003 7.0829e+005 5.3128e+007 2.9771 e+007 3.2560e+005 1.82726+005 1.7845176 Reinforcement_Summary Reinforcement Active Int_X lnt_Y Used_Resis Used_Load Avail_BL Req_BL ==================== 1 1 1.79106+002 1.44496+002 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O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 '0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 3.3829e+004 -1.2313e+004 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SU Weight Pore_Water Alpha Pore Air Phi_B Liquified Force Fn. 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic F Seismic Y 1 2.9213e+002 1.5242e+002 -4.6463e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 8.6174e+002 4.4866e+002 -2.8095e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 1.4119e+003 7.3432e+002 -9.7565e-001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 1.9985e+003 9.9843e+002 8.9248e-001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 2.4908e+003 1.1738e+003 2.7968e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 2.9613e+003 1.3396e+003 4.7043e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 3.4099e+003 1.4964e+003 6.6170e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 3.8364e+003 1.6444e+003 8.5372e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 4.2404e+003 1.7840e+003 1.0467e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 5.2778e+003 2.1867e+003 1.2543e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 5.7292e+003 2.3444e+003 1.4769e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 12 6.1453e+003 2.4900e+003 1.7018e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 5.5600e+003 2.2364e+003 1.9129e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 5.8142e+003 2.3262e+003 2.1100e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 6.0439e+003 2.4077e+003 2.3097e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 6.2479e+003 2.4806e+003 2.5125e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 7.5387e+003 2.9847e+003 2.7367e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 7.7358e+003 3.0553e+003 2.9836e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 7.8837e+003 3.1074e+003 3.2367e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 5.0481e+003 1.9859e+003 3.4483e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 8.3585e+003 3.1336e+003 3.6726e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 8.3513e+003 2.8032e+003 3.9604e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 8.2644e+003 2.4000e+003 4.2608e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 2.9413e+003 7.4720e+002 4.4718e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 8.1883e+003 1.7669e+003 4.7045e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 5.3036e+003 7.8731e+002 5.0126e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 4.7960e+003 2.9346e+002 5.2865e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 5.1105e+003 O.OOOOe+000 5.6161e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 4.0600e+003 O.OOOOe+000 6.0156e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 2.7692e+003 O.OOOOe+000 6.4726e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 1.0916e+003 O.OOOOe+000 7.0301e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.3071360 Applied SL# Normal_M ShearMob Phi_Angle 1 2.9117e+002 1.1092e+003 3.5000e+001 2 8.6070e+002 1.2534e+003 3.5000e+001 3 1.4117e+003 1.3944e+003 3.5000e+001 4 1.9983e+003 1.6068e+003 3.5000e+001 5 2.4879e+003 1.7763e+003 3.5000e+001 6 2.9514e+003 1.9381e+003 3.5000e+001 7 3.3872e+003 2.0912e+003 3.5000e+001 8 3.7939e+003 2.2345e+003 3.5000e+001 9 4.1698e+003 2.3672e+003 3.5000e+001 10 5.1518e+003 2.8355e+003 3.5000e+001 11 5.5399e+003 2.9707e+003 3.5000e+001 12 5.8762e+003 3.0871e+003 3.5000e+001 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 Lambda= 0 . Cohesion 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 0. OOOOe + 000 O.OOOOe+000 0. OOOOe+000 0 . OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 . OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0000 13 5.2530e+003 2.7182e+003 3.5000e+001 14 5.4244e+003 2.7760e+003 3.5000e+001 15 5.5594e+003 2.8205e+003 3.5000e+001 16 5.6567e+003 2.8517e+003 3.5000e+001 17 6.6950e+003 2.0102e+003 2.5000e+001 18 6.7104e+003 2.0068e+003 2.5000e+001 19 6.6588e+003 1.9888e+003 2.5000e+001 20 4.1612e+003 1.2447e+003 2.5000e+001 21 6.6993e+003 2.0659e+003 2.5000e+001 22 6.4344e+003 2.1213e+003 2.5000e+001 23 6.0827e+003 2.1783e+003 2.5000e+001 24 2.0901e+003 8.0204e+002 2.5000e+001 25 5.5797e+003 2.3470e+003 2.5000e+001 26 3.4001e+003 1.4986e+003 l.OOOOe+001 27 2.89536+003 1.5682e+003 l.OOOOe+001 28 2.84586+003 2.0110e+003 l.OOOOe+001 29 2.0204e+003 2.0934e+003 l.OOOOe+001 30 3.7030e+004 7.1177e+003 l.OOOOe+001 31 3.6795e+002 2.7386e+003 l.OOOOe+001 Bishop Method_Fm= 1.3649222 Applied SLI Normal_M ShearMob Phi Angle SideRight ShearRight 1 3.8326e+002 1.1095e+003 3.5000e+001 O.OOOOe+000 -1.1309e+003 O.OOOOe+000 2 9.2325e+002 1.2324e+003 3.5000e+001 O.OOOOe+000 -2.4003e+003 O.OOOOe+000 3 1.4350e+003 1.3474e+003 3.5000e+001 O.OOOOe+000 -3.7644e+003 O.OOOOe+000 4 1.9750e+003 1.5269e+003 3.5000e+001 O.OOOOe+000 -5.2516e+003 O.OOOOe+000 5 2.4126e+003 1.6625e+003 3.5000e+001 O.OOOOe+000 -6.7847e+003 O.OOOOe+000 6 2.8240e+003 1.7907e+003 3.5000e+001 O.OOOOe+000 -8.3273e+003 O.OOOOe+000 7 3.2110e+003 1.9122e+003 3.5000e+001 O.OOOOe+000 -9.8455e+003 O.OOOOe+000 8 3.5750e+003 2.0276e+003 3.5000e+001 O.OOOOe+000 -1.1308e+004 O.OOOOe+000 9 3.9173e+003 2.1375e+003 3.5000e+001 O.OOOOe+000 -1.2686e+004 O.OOOOe+000 10 4.8385e+003 2.5547e+003 3.5000e+001 O.OOOOe+000 -1.4114e+004 O.OOOOe+000 11 5.21846+003 2.6800e+003 3.5000e+001 O.OOOOe+000 -1.5359e+004 O.OOOOe+000 12 5.57006+003 2.7993e+003 3.5000e+001 O.OOOOe+000 -1.6390e+004 O.OOOOe+000 13 5.02306+003 2.4852e+003 3.5000e+001 O.OOOOe+000 -1.7078e+004 O.OOOOe+000 14 5.2423e+003 2.5650e+003 3.5000e+001 O.OOOOe+000 -1.7569e+004 O.OOOOe+000 15 5.4439e+003 2.6419e+003 3.5000e+001 O.OOOOe+000 -1.7850e+004 O.OOOOe+000 16 5.6273e+003 2.7159e+003 3.5000e+001 O.OOOOe+000 -1.7905e+004 O.OOOOe+000 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.00006+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 Lambda= 0.0000 Cohesion 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 SideLeft ShearLeft O.OOOOe+000 1.1309e+003 2.4003e+003 3.7644e+003 5.2516e+003 6.7847e+003 8.3273e+003 9.8455e+003 1.1308e+004 1.2686e+004 1.4114e+004 1.5359e+004 1.6390e+004 1.7078e+004 1.7569e+004 1.7850e+004 17 7.3726e+003 2.1565e+003 2.5000e+001 O.OOOOe+000 -1.6421e+004 O.OOOOe+000 18 7.6345e+003 2.2375e+003 2.5000e+001 O.OOOOe+000 -1.4554e+004 O.OOOOe+000 19 7.8655e+003 2.3168e+003 2.5000e+001 O.OOOOe+000 -1.2291e+004 O.OOOOe+000 20 5.0880e+003 1.5087e+003 2.5000e+001 O.OOOOe+000 -1.0648e+004 O.OOOOe+000 21 8.4948e+003 2.5919e+003 2.5000e+001 O.OOOOe+000 -7.6369e+003 O.OOOOe+000 22 8.5582e+003 2.7570e+003 2.5000e+001 O.OOOOe+000 -4.2972e+003 O.OOOOe+000 23 8.5384e+003 2.9250e+003 2.5000e+001 O.OOOOe+000 -6.6267e+002 O.OOOOe+000 24 3.0530e+003 1.0971e+003 2.5000e+001 O.OOOOe+000 7.0817e+002 O.OOOOe+000 25 8.5227e+003 3.2530e+003 2.5000e+001 O.OOOOe+000 4.7343e+003 O.OOOOe+000 26 6.1322e+003 1.7881e+003 l.OOOOe+001 O.OOOOe+000 8.2932e+003 O.OOOOe+000 27 5.5145e+003 1.8401e+003 l.OOOOe+001 O.OOOOe+000 1.1576e+004 O.OOOOe+000 28 5.7459e+003 2.3005e+003 l.OOOOe+001 O.OOOOe+000 1.5062e+004 O.OOOOe+000 29 4.1784e+003 2.2836e+003 l.OOOOe+001 O.OOOOe+000 1.7542e+004 O.OOOOe+000 30 2.4356e+004 5.1791e+003 l.OOOOe+001 O.OOOOe+000 3.49616+003 O.OOOOe+000 31 -2.9054e+003 2.1998e+003 l.OOOOe+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu Method Ff= 1.3664183 Applied SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 3.8273e+002 1.1080e+003 3.5000e+001 O.OOOOe+000 -1.1309e+003 O.OOOOe+000 2 9.2290e+002 1.2309e+003 3.5000e+001 O.OOOOe+000 -2.4003e+003 O.OOOOe+000 3 1.4349e+003 1.3458e+003 3.5000e+001 O.OOOOe+000 -3.7644e+003 O.OOOOe+000 4 1.9751e+003 1.5252e+003 3.5000e+001 O.OOOOe+000 -5.2516e+003 O.OOOOe+000 5 2.4130e+003 1.6609e+003 3.5000e+001 O.OOOOe+000 -6.7847e+003 O.OOOOe+000 6 2.8248e+003 1.7892e+003 3.5000e+001 O.OOOOe+000 -8.3273e+003 O.OOOOe+000 7 3.2122e+003 1.9107e+003 3.5000e+001 O.OOOOe+000 -9.8455e+003 O.OOOOe+000 8 3.5766e+003 2.0262e+003 3.5000e+001 O.OOOOe+000 -1.1308e+004 O.OOOOe+000 9 3.9193e+003 2.1362e+003 3.5000e+001 O.OOOOe+000 -1.2686e+004 O.OOOOe+000 10 4.8414e+003 2.5534e+003 3.5000e+001 O.OOOOe+000 -1.4114e+004 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 4. 6000e+002 4.6000e+002 4.6000e+002 4.6000e+002 4. 6000e+002 4.6000e+002 Lambda= 0.( Cohesion 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 1.7905e+004 1. 6421e+004 1.4554e+004 1.2291e+004 1.0648e+004 7. 6369e+003 4 .2972e + 003 6. 6267e + 002 -7.0817e+002 -4 .7343e+003 -8.2932e+003 -1.1576e+004 -1.5062e+004 -1.7542e+004 -3.4961e+003 )000 SideLeft O.OOOOe+000 1.1309e+003 2.4003e+003 3.7644e+003 5.2516e+003 6.7847e+003 8.3273e+003 9.8455e+003 1.1308e+004 1.2686e+004 ShearLeft 11 5.2219e+003 2.6789e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.5359e+004 O.OOOOe+000 12 5.5741e+003 2.7983e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.6390e+004 O.OOOOe+000 13 5.0271e+003 2.4846e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.7078e+004 O.OOOOe+000 14 5.2470e+003 2.5646e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.7569e+004 O.OOOOe+000 15 5.4491e+003 2.6417e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.7850e+004 O.OOOOe+000 16 5.6330e+003 2.7158e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.7905e+004 O.OOOOe+000 17 7.3779e+003 2.1560e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -1.6421e+004 O.OOOOe+000 18 7.6406e+003 2.2371e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -1.4554e+004 O.OOOOe+000 19 7.8723e+003 2.3166e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -1.2291e+004 O.OOOOe+000 20 5.0927e+003 1.5086e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -1.0648e+004 O.OOOOe+000 21 8.5035e+003 2.5920e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.6369e+003 O.OOOOe+000 22 8.5682e+003 2.7574e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -4.2972e+003 O.OOOOe+000 23 8.5499e+003 2.9258e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -6.6267e+002 O.OOOOe+000 24 3.0576e+003 1.0974e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 7.0817e+002 O.OOOOe+000 25 8.5371e+003 3.2544e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 4.7343e+003 O.OOOOe+000 26 6.1426e+003 1.7875e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 8.2932e+003 O.OOOOe+000 27 5.5262e+003 1.8396e+003 l.OOOOe+001 4.6000e+002 O.OOOOe+000 1.1576e+004 O.OOOOe+000 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Cohesion, StressStrain.Phi, StressStrain.PiezLineNum)), withLabel)}</Text> </SkText> </SkTexts> - <Images Len="l"> <Image FileName = "OBJECT" /> </Images> </SketchItems> <SlopeItems> - < Reinforcements Len="l"> < Reinforcement ID="1" PointNuml = "7" PointNum2 = "32" FofSDependent="false" ConstAppliedl_oad="36000" BondLength="50" BondDiameter="0.31831" /> </Reinforcements> - <PiezometricLines Len = "l"> <PiezometricLine ID = "1" Point="3,27,28,29,25,24" BoundBySL="true" / </PiezometricLines> - <SlipSurfaceBlock> <LeftGrid Anglel = "135" Angle2="135" /> <RightGrid Anglel = "45" Angle2="45" /> </SlipSurfaceBlock> <SlipSurfaceLimit YLeft="130" XRight="320" YRight="230" /> <SlipSurfaceRadius PointUL="42" PointUR="43" PointLL="45" PointLR="44" Numlnc="20" PointLeftCorner="42" PointRightCorner="44" /> - <SlipEntryExit> <LeftSideLeftPt ID="0" /> <LeftSideRightPt ID = "0" /> <RightSideLeftPt ID = "0" /> <RightSideRightPt ID="0" /> </SlipEntryExit> <SlipSurfaceGrid PointUL="39" PointLL="40" PointLR="41" NumXInc="10" NumYInc="10" ArrowCorner="UpperRight" /> - <TensionCrack> <UnitWaterWeight>62.4</UnitWaterWeight> - <Points Len = "l"> <Point /> </Points> </TensionCrack> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.594\K-... 9/9/2009 Page 9 of 9 </SlopeItems> <StructuralItems /> - <View> - <Window> <Base X="353" Y="-1658" /> <Zoom>0.85</Zoom> </Window> <Preferences Layers="3" Points="false" Regions="false" PointNumbers="false" RegionNumbers="false" RegionColor="true" GroundSurfaceLine="true" Nodes="true" Elements="true" InfiniteElements="true" ElementColor="true" NodeNumbers="true" ElementNumbers="false" Sketchltems="true" Pictures="true" Axis="true" MaterialBoundaries="false" PWP="true" SlipSurfaces="true" LineLoads="true" Reinforcement="true" PressureLines="true" PressureLineShading="true" TensionCrackLine="false" TensionCrackShading="false" SlipSurfaceShading="true" SlipSurfaceSlices="true" SlipSurfaceColor="RGB=0,255,0" SlipSurfaceLineThickness="l" MultipleSlipSurfaces="false" NumSlipSurfaces="0" SigFiguresFofS="4" AnalysisMethod="2" AIIFofSValues="false" SafetyMap="false" FluxSections="true" Particles="true" InitialConditions="true" BoundaryConditions="true" InitialWaterTable="true" CoverDetail="true" TimeStep="l" Body Load = "true" StructuralElements="true" TrussElements="true" HistoryPoints="true" Vectors="true" Contours="true" ContourShading="true" ContourInfiniteElements="true" TransientContours="true" TransientContourType="Pressure" FlowPath="true" FluxType="0" ParticleShading="false" Deformation="true" DeformationShading="false" YieldConditions="false" TimeStepNumbers="false" /> - <Font> <FontInfo FaceName="Arial" /> <NodeNumberSize>6</NodeNumberSize> <ElementNumberSize>6</ElementNumberSize> <AxisSize>10</AxisSize> <PointNumberSize>10</PointNumberSize> <RegionNumberSize>12</RegionNumberSize> </Font> <AnalysisLastViewed>SLOPE/W</AnalysisLastViewed> </View> </GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.594\K-... 9/9/2009 K-K' with Tie Back and Backfill Output La Costa Condominiums F.N. 23280.01 DATESTAMP 9/9/2009 TIMESTAMP 9:59:09 AM Center^X Center_Y Radius Slip_Surface Method 9.363800e+001 3.111970e+002 1.832126e + 002 977 2 SL# X_Left Y_L_Top Y_L_Bottom X_Right Y_R__Top Y_R_Bottom Mid_Height Base_Length ~ 1 4.997875e + 001 1.332628e+002 1.332628e+002 1.318948e+002 2.115690e+000 6.164633e+000 2 5.598938e+001 1.360730e+002 1.318948e+002 1.307372e+002 6.188111e+000 6.121363e+000 3 6.200000e + 001 1.388831e + 002 1.307372e + 002 1.295161e+002 1.067184e+001 8.093315e+000 4 7.000000e + 001 1.426234e + 002 1.295161e+002 1.291770e + 002 1.392990e + 001 2.791432e+000 5 7.277074e+001 1.439188e+002 1. 291770e + 002 1.290631e+002 1.503750e+001 1.024732e+000 6 7.378912e+001 1.443949e+002 1. 290631e+002 1.2857896+002 1.678538e+001 5.128515e+000 7 7.8894566 + 001 1. 467819e+002 1. 285789e+002 1.282384e+002 1.958456e+001 5.116947e+000 8 8.4000006+001 1.491688e+002 1.282384e+002 1.279925e + 002 2.295641e+001 7 . 960166e + 000 9 9.1955746 + 001 1.528884e + 002 1.279925e + 002 1.280284e+002 2.622812e+001 5.681762e+000 10 9.763716e+001 1.555446e+002 1. 280284e+002 1.282407e+002 2.876031e+001 5.685613e+000 11 1.033186e + 002 1.582009e+002 1.282407e+002 1.286299e+002 3.111592e+001 5.694967e+000 12 1.090000e + 002 1.608571e + 002 1.286299e+002 1.287794e+002 3.254801e+001 1.690139e+000 13 1.106835e+002 1.616442e+002 1.287794e+002 1.297486e+002 3.437251e+001 8.373509e+000 14 1.190000e + 002 1.655325e+002 1.297486e+002 1.298912e+002 3.594702e + 001 1. 010115e+000 15 1.200000e+002 1.660000e+002 1.298912e + 002 1.3123596+002 3.662484e+001 8 .112885e+000 16 1.280000e+002 1.682857e+002 1.312359e+002 1.3238766+002 3.729108e+001 5.680765e+000 17 1.335625e+002 1.698750e+002 1.323876e+002 1.334366e+002 3.761140e+001 4 . 559856e + 000 18 1.380000e+002 1.711429e+002 1.334366e + 002 1.3562666+002 3.780282e + 001 8 . 295044e+000 19 1.460000e+002 1.734286e + 002 1.356266e+002 1.3736166+002 3.774402e+001 5.767414e+000 20 1.515000e+002 1.750000e+002 1.373616e+002 1.392900e + 002 3.748450e + 001 5 . 828514e+000 21 1.570000e+002 1.765714e+002 1.392900e+002 1.412164e + 002 3.705353e+001 5 . 358461e + 000 5.598938e+001 6.200000e+001 7.000000e+001 7 . 277074e+001 7.378912e+001 7.889456e+001 8.400000e+001 9.195574e+001 9.763716e+001 1.033186e+002 1.090000e+002 1.106835e+002 1.190000e+002 1.200000e+002 1.280000e+002 1.335625e+002 1.380000e+002 1.460000e+002 1.515000e+002 1.570000e+002 1.620000e+002 1.360730e+002 1.388831e+002 1.4262346+002 1.439188e+002 1.443949e+002 1.467819e+002 1.491688e+002 1.528884e+002 1.555446e+002 1.582009e+002 1.608571e+002 1.616442e+002 1.655325e+002 1.660000e+002 1.682857e+002 1.698750e+002 1.711429e+002 1.734286e+002 1.750000e+002 1.765714e+002 1.7800006+002 22 1.620000e+002 1.780000e+002 1. 412164e+002 1.455885e+002 3.868628e+001 1.091561e+001 23 1.720000e+002 1.860000e+002 1.455885e+002 1.485629e+002 4.070844e+001 6.697187e+000 24 1.780000e+002 1.895000e+002 1.485629e+002 1.518185e+002 4.109545e+001 6.826728e+000 25 1.840000e+002 1.930000e+002 1.518185e+002 1.530636e+002 4.121802e+001 2.494529e+000 26 1.861616e+002 1.943083e+002 1.530636e+002 1.570222e+002 4.126509e+001 7.573535e+000 27 1.9261756 + 002 1.982159e+002 1.570222e+002 1.613632e+002 4.102668e+001 7.780235e+000 28 1.9907356+002 2.021234e+002 1.613632e+002 1.661207e+002 4.038973e+001 8.020192e+000 29 2.055294e+002 2.060309e+002 1.661207e+002 1.713373e+002 3.931613e+001 8.300843e+000 30 2.1198536 + 002 2.099385e + 002 1.713373e+002 1.804682e+002 3.723608e + 001 1. 355543e+001 31 2.220000e+002 2 .160000e+002 1. 804682e+002 1.845197e+002 3.382325e + 001 5 . 693645e + 000 32 2.260000e + 002 2 . 165714e+002 1.845197e + 002 1.932037e + 002 2 . 840572e+001 1.167232e + 001 33 2.337965e+002 2.176852e + 002 1. 932037e+002 2.031408e+002 2.024620e + 001 1. 263310e+001 34 2.415931e + 002 2.187990e + 002 2.031408e+002 2.147175e+002 1.066462e + 001 1. 396066e+001 35 2.493896e + 002 2.199128e+002 2.147175e + 002 2.203952e+002 2.655909e+000 6.606496e+000 1.720000e+002 1.780000e+002 1.840000e+002 1.861616e+002 1.9261756+002 1.990735e+002 2.055294e+002 2.1198536+002 2.220000e+002 2.260000e+002 2.337965e+002 2.415931e+002 2.493896e+002 2.527666e+002 1.860000e+002 1.895000e+002 1.930000e+002 1.943083e+002 1.982159e+002 2.021234e+002 2.060309e+002 2.099385e+002 2.160000e+002 2.165714e+002 2.176852e+002 2.187990e+002 2.199128e+002 2.203952e+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 3.3829e+004 -1.2313e+004 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 32 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 33 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 34 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 35 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore_Water Alpha Pore Air Phi B Liquified Force Fn. O.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic F Seismic Y 1 1.5260e+003 O.OOOOe+000 -1.2822e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 4.4633e+003 O.OOOOe+000 -1.0901e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 1.0245e+004 O.OOOOe+000 -8.6785e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 l.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 4 4.6315e+003 O.OOOOe+000 -6.9765e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 1.8377e+003 O.OOOOe+000 -6.3798e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 1.0284e+004 5.2805e+002 -5.4177e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 1.1999e+004 1.5461e+003 -3.8157e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 2.1916e+004 4.3296e+003 -1.7709e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 1.7882e+004 4.4364e+003 3.6225e-001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 1.9608e+004 5.4929e+003 2.1397e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 2.1214e+004 6.4944e+003 3.9192e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 6.5754e+003 2.1083e+003 5.0740e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 3.4303e+004 1.0529e+004 6.6476e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 4.3136e+003 1.2474e+003 8.1148e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 3.5160e+004 9.7826e+003 9.5413e+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 2.4892e+004 6.5239e+003 1.1698e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 2.0028e+004 4.9950e+003 1.3299e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 3.6291e+004 8.4329e+003 1.5309e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 2.4911e+004 5.2739e+003 1.7508e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 2.4740e+004 4.7675e+003 1.9322e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 2.2232e+004 3.8284e+003 2.1071e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 4.6424e+004 5.9645e+003 2.3615e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 2.9310e+004 2.2749e+003 2.6369e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 2.9589e+004 1.1253e+003 2.8484e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 1.0692e+004 8.8945e+001 2.9942e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 3.1969e+004 O.OOOOe+000 3.1516e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 3.1784e+004 O.OOOOe+000 3.3917e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 3.1290e+004 O.OOOOe+000 3.6387e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 3.0459e+004 O.OOOOe+000 3.8939e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 4.4749e+004 O.OOOOe+000 4.2357e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 1.6235e+004 O.OOOOe+000 4.5367e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 32 2.6576e+004 O.OOOOe+000 4.8082e+001 l.OOOOe+000 O.OOOOe+000 33 1.8942e+004 O.OOOOe+000 5.1883e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 34 9.9777e+003 O.OOOOe+000 5.6041e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 35 1.0763e+003 O.OOOOe+000 5.9257e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.6121620 Applied SLJ = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Normal M 1 4 1 4 1 1 1 2 1 1 2 6 3 4 3 2 1 3 2 2 2 4 5 2 9 2 2 2 2 3 1 1 1 5 5 Bishop SL# .4879e+003 .3828e+003 .0128e+004 .59726+003 .8263e+003 .0238e+004 .1972e+004 . 1906e+004 .7881e+004 .9594e+004 .11646+004 .5496e+003 .4072e+004 .2705e+003 .46736+004 .4375e+004 .9491e+004 .5003e+004 .3757e+004 .3346e+004 .0746e+004 .25366+004 .2317e+004 .6007e+004 .26466+003 .7253e+004 .6376e+004 .5190e+004 .3691e+004 .3068e+004 .1406e+004 .7754e+004 .1692e+004 .5735e+003 .50186+002 Method Fm= Normal M ShearMob 1. 2. 5. 2. 7. 3. 3. 6. 4. 5. 5. 1. 8. 1. 8. 6. 5. 9. 6. 6. 5. 1. 1. 8. 3. 9. 9. 8. 8. 1. 7. 1. 9. 7 . 1. 5553e+003 7147e+003 3346e+003 2847e+003 1893e+002 7628e+003 9678e+003 5650e+003 9461e+003 1367e+003 3029e+003 5991e+003 3679e+003 0624e+003 7092e+003 2204e+003 0413e+003 2288e+003 4193e+003 4584e+003 8903e+003 2609e+004 5721e+004 4672e+003 1182e+003 2921e+003 0768e+003 7784e+003 3972e+003 9407e+004 0731e+003 2055e+004 7800e+003 6165e+003 2461e+003 1.7320957 ShearMob Phi Angle 3. 3. 3. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 3. 3. 3. 3. SOOOe+OOl 3000e+001 3000e+001 3000e+001 SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl 5000e+001 5000e+001 SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl 5000e+001 SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl 3000e+001 Applied Phi Angle l.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 Lambda= 0.0000 Cohesion 2. 2. 2. 2. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 6. 6. 6. 6. 6. 2. 5000e+002 5000e+002 5000e+002 5000e+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 5000e+002 Lambda= 0.0000 Cohesion SideLeft ShearLeft SideRight ShearRight 1 1.9320e+003 1.6141e+003 3.3000e+001 2.5000e+002 O.OOOOe+000 O.OOOOe+000 -2.1367e+003 O.OOOOe+000 2 5.0819e+003 2.7888e+003 3.3000e+001 O.OOOOe+000 -6.0595e+003 O.OOOOe+000 3 1.1181e+004 5.3601e+003 3.3000e+001 O.OOOOe+000 -1.3458e+004 O.OOOOe+000 4 4.9418e+003 2.2557e+003 3.3000e+001 O.OOOOe+000 -1.6465e+004 O.OOOOe+000 5 1.9269e+003 6.9623e+002 2.5000e+001 O.OOOOe+000 -1.7422e+004 O.OOOOe+000 6 1.0673e+004 3.6193e+003 2.5000e+001 O.OOOOe+000 -2.2292e+004 O.OOOOe+000 7 1.2277e+004 3.7751e+003 2.5000e+001 O.OOOOe+000 -2.7142e+004 O.OOOOe+000 8 2.2117e+004 6.1674e+003 2.5000e+001 O.OOOOe+000 -3.4415e+004 O.OOOOe+000 9 1.7853e+004 4.5960e+003 2.5000e+001 O.OOOOe+000 -3.9210e+004 O.OOOOe+000 10 1.9445e+004 4.7408e+003 2.5000e+001 O.OOOOe+000 ~4.3538e+004 O.OOOOe+000 11 2.0930e+004 4.8727e+003 2.5000e+001 O.OOOOe+000 -4.7292e+004 O.OOOOe+000 12 6.4711e+003 1.4673e+003 2.5000e+001 O.OOOOe+000 -4.8277e+004 O.OOOOe+000 13 3.3642e+004 7.6726e+003 2.5000e+001 O.OOOOe+000 -5.2506e+004 O.OOOOe+000 14 4.2184e+003 9.7481e+002 2.5000e+001 O.OOOOe+000 -5.2939e+004 O.OOOOe+000 15 3.4309e+004 8.0079e+003 2.5000e+001 O.OOOOe+000 -5.5669e+004 O.OOOOe+000 16 2.4231e+004 5.7508e+003 2.5000e+001 O.OOOOe+000 -5.6761e+004 O.OOOOe+000 17 1.9473e+004 4.6875e+003 2.5000e+001 O.OOOOe+000 -5.7147e+004 O.OOOOe+000 18 3.5258e+004 8.6585e+003 2.5000e+001 O.OOOOe+000 -5.6753e+004 O.OOOOe+000 19 2.4201e+004 6.0943e+003 2.5000e+001 O.OOOOe+000 -5.5685e+004 O.OOOOe+000 20 2.4045e+004 6.1993e+003 2.5000e+001 O.OOOOe+000 -5.3989e+004 O.OOOOe+000 21 2.1624e+004 5.7190e+003 2.5000e+001 O.OOOOe+000 -5.1934e+004 O.OOOOe+000 22 4.5225e+004 1.2460e+004 2.5000e+001 O.OOOOe+000 -4.6081e+004 O.OOOOe+000 23 4.0753e+004 1.1519e+004 2.5000e+001 O.OOOOe+000 -7.2933e+004 O.OOOOe+000 24 2.8961e+004 8.6763e+003 2.5000e+001 O.OOOOe+000 -6.7364e+004 O.OOOOe+000 25 1.0480e+004 3.2295e+003 2.5000e+001 O.OOOOe+000 -6.5165e+004 O.OOOOe+000 26 3.1502e+004 9.7926e+003 2.5000e+001 O.OOOOe+000 -5.7767e+004 O.OOOOe+000 27 3.1669e+004 9.8734e+003 2.5000e+001 O.OOOOe+000 -4.9039e+004 O.OOOOe+000 28 3.1587e+004 9.8927e+003 2.5000e+001 O.OOOOe+000 -3.9042e+004 O.OOOOe+000 29 3.1216e+004 9.8415e+003 2.5000e+001 O.OOOOe+000 -2.7882e+004 O.OOOOe+000 2.5000e+002 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.00006+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 2.1367e+003 6.0595e+003 1.3458e+004 1. 6465e+004 1.7422e+004 2.2292e+004 2.7142e+004 3.4415e+004 3.9210e+004 4.3538e+004 4.7292e+004 4 .8277e+004 5.2506e+004 5.2939e+004 5.5669e+004 5.6761e+004 5 .7147e + 004 5.6753e+004 5.5685e+004 5.3989e+004 5.1934e+004 4 .6081e+004 7.2933e+004 6.7364e+004 6.5165e+004 5.7767e+004 4 .9039e + 004 3.9042e+004 30 4.1135e+004 2.1325e+004 3.5000e+001 O.OOOOe+000 -1.7531e+004 O.OOOOe+000 31 1.4984e+004 8.0297e+003 3.5000e+001 O.OOOOe+000 -1.3142e+004 O.OOOOe+000 32 2.4336e+004 1.3881e+004 3.5000e+001 O.OOOOe+000 -5.4509e+003 O.OOOOe+000 33 1.6581e+004 1.1079e+004 3.5000e+001 O.OOOOe+000 -2.2025e+002 O.OOOOe+000 34 6.6823e+003 7.5374e+003 3.5000e+001 O.OOOOe+000 3.9381e+002 O.OOOOe+000 35 3.0926e+002 1.0695e+003 3.3000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 6.0000e+002 2.7882e+004 6.0000e+002 1.7531e+004 6.0000e+002 1.3142e+004 6.0000e+002 5.4509e+003 6.0000e+002 2.2025e+002 2.5000e+002 -3.9381e+002 Janbu_Method_Ff= 1.6118977 SL# Normal_F ShearMob SideRight ShearRight Applied_Lambda= 0.0000 Phi Angle Cohesion SideLeft ShearLeft 1 1.9599e+003 1.7457e+003 3.3000e+001 O.OOOOe+000 -2.1367e+003 O.OOOOe+000 2 5.1220e+003 3.0130e+003 3.3000e+001 O.OOOOe+000 -6.0595e+003 O.OOOOe+000 3 1.1241e+004 5.7841e+003 3.3000e+001 O.OOOOe+000 -1.3458e+004 O.OOOOe+000 4 4.9618e+003 2.4320e+003 3.3000e+001 O.OOOOe+000 -1.6465e+004 O.OOOOe+000 5 1.9324e+003 7.4976e+002 2.5000e+001 O.OOOOe+000 -1.7422e+004 O.OOOOe+000 6 1.0697e+004 3.8963e+003 2.5000e+001 O.OOOOe+000 -2.2292e+004 O.OOOOe+000 7 1.2294e+004 4.0617e+003 2.5000e+001 O.OOOOe+000 -2.7142e+004 O.OOOOe+000 8 2.2130e+004 6.6311e+003 2.5000e+001 O.OOOOe+000 -3.4415e+004 O.OOOOe+000 9 1.7851e+004 4.9382e+003 2.5000e+001 O.OOOOe+000 -3.9210e+004 O.OOOOe+000 10 1.9433e+004 5.0908e+003 2.5000e+001 O.OOOOe+000 -4.3538e+004 O.OOOOe+000 11 2.0908e+004 5.2295e+003 2.5000e+001 O.OOOOe+000 -4.7292e+004 O.OOOOe+000 12 6.4624e+003 1.5741e+003 2.5000e+001 O.OOOOe+000 -4.8277e+004 O.OOOOe+000 13 3.3582e+004 8.2275e+003 2.5000e+001 O.OOOOe+000 -5.2506e+004 O.OOOOe+000 14 4.2092e+003 1.0448e+003 2.5000e+001 O.OOOOe+000 -5.2939e+004 O.OOOOe+000 15 3.4220e+004 8.5794e+003 2.5000e+001 O.OOOOe+000 -5.5669e+004 O.OOOOe+000 16 2.4153e+004 6.1572e+003 2.5000e+001 O.OOOOe+000 -5.6761e+004 O.OOOOe+000 17 1.9401e+004 5.0163e+003 2.5000e+001 O.OOOOe+000 -5.7147e+004 O.OOOOe+000 18 3.5107e+004 9.2603e+003 2.5000e+001 O.OOOOe+000 -5.6753e+004 O.OOOOe+000 19 2.4079e+004 6.5136e+003 2.5000e+001 O.OOOOe+000 -5.5685e+004 O.OOOOe+000 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.00006+002 3.0000e+002 3.00006+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.00006+002 3.0000e+002 O.OOOOe+000 2.1367e+003 6.0595e+003 1.34586+004 1.6465e+004 1.7422e+004 2.2292e+004 2.7142e+004 3.4415e+004 3.9210e+004 4.3538e+004 4.7292e+004 4.8277e+004 5.2506e+004 5.2939e+004 5.5669e+004 5.6761e+004 5.7147e+004 5.6753e+004 20 2.3909e+004 6.6222e+003 2.5000e+001 O.OOOOe+000 -5.3989e+004 O.OOOOe+000 21 2.1487e+004 6.1058e+003 2.5000e+001 O.OOOOe+000 -5.1934e+004 O.OOOOe+000 22 4.4891e+004 1.3293e+004 2.5000e+001 O.OOOOe+000 -4.6081e+004 O.OOOOe+000 23 4.0408e+004 1.2278e+004 2.5000e+001 O.OOOOe+000 -7.2933e+004 O.OOOOe+000 24 2.8680e+004 9.2419e+003 2.5000e+001 O.OOOOe+000 -6.7364e+004 O.OOOOe+000 25 1.0370e+004 3.4385e+003 2.5000e+001 O.OOOOe+000 -6.5165e+004 O.OOOOe+000 26 3.1150e+004 1.0421e+004 2.5000e+001 O.OOOOe+000 -5.7767e+004 O.OOOOe+000 27 3.1285e+004 1.0499e+004 2.5000e+001 O.OOOOe+000 -4.9039e+004 O.OOOOe+000 28 3.1171e+004 1.0510e+004 2.5000e+001 O.OOOOe+000 -3.9042e+004 O.OOOOe+000 29 3.0770e+004 1.0447e+004 2.5000e+001 O.OOOOe+000 -2.7882e+004 O.OOOOe+000 30 4.0172e+004 2.2496e+004 3.5000e+001 O.OOOOe+000 -1.7531e+004 O.OOOOe+000 31 1.4593e+004 8.4587e+003 3.5000e+001 O.OOOOe+000 -1.3142e+004 O.OOOOe+000 32 2.3615e+004 1.4603e+004 3.5000e+001 O.OOOOe+000 -5.4509e+003 O.OOOOe+000 33 1.5952e+004 1.1632e+004 3.5000e+001 O.OOOOe+000 -2.2025e+002 O.OOOOe+000 34 6.2115e+003 7.8949e+003 3.5000e+001 O.OOOOe+000 3.9381e+002 O.OOOOe+000 35 2.3506e+002 1.1193e+003 3.3000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Spencer Method_Fm= 1.7266385 Applied_ SU Normal M ShearMob Phi Angle SideRight ShearRight 1 2.9883e+003 2.0165e+003 3.3000e+001 O.OOOOe+000 -2.6209e+003 -9.4030e+002 2 6.9511e+003 3.5007e+003 3.3000e+001 9.4030e+002 -7.3602e+003 -2.6406e+003 3 1.4552e+004 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</GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.500\K-... 9/9/2009 K-K' with Tie Back, Backfill and Seismic Output La Costa Condominiums F.N. 23280.01 DATESTAMP 9/9/2009 TIMESTAMP 9:31:59 AM Center_X Center_Y Radius Slip_Surface Method 1.015760e+002 3.161650e+002 1.879204e+002 1230 2 SLJ X_Left • Y_L_Top Y_L_Bottom X_Right Y_R Top Y__R_Bottom Mid_Height Base_Length ~ ~ 1 5.294005e+001 1.346473e+002 1.346473e+002 1.324591e+002 3.271484e+000 9.321424e+000 2 6.2000006+001 1.3888316+002 1.324591e+002 1.3091636 + 002 9.110552e + 000 8.148041e + 000 3 7.0000006+001 1.4262346+002 1.309163e+002 1.302572e + 002 1. 301759e+001 4 .197700e + 000 4 7.414555e + 001 1.445616e+002 1.302572e+002 1.300486e + 002 1. 474986e + 001 1. 468297e+000 5 7.559894e + 001 1.452411e + 002 1.300486e + 002 1.290682e + 002 1.769448e+001 8 . 458781e + 000 6 8.4000006+001 1.4916886+002 1.290682e+002 1.284909e+002 2.229153e+001 7.977258e+000 7 9.1955746 + 001 1. 528884e+002 1. 284909e + 002 1.282477e + 002 2.655970e + 001 8 . 526331e+000 8 1.004779e + 002 1.568728e + 002 1.282477e+002 1.283912e + 002 3 . 059388e+001 8 . 524069e+000 9 1.090000e + 002 1.6085716+002 1.283912e + 002 1.284653e + 002 3.282436e + 001 1. 685147e + 000 10 1.106835e+002 1.616442e+002 1.284653e+002 1.290540e + 002 3 . 487508e+001 8.337984e+000 11 1.190000e + 002 1.655325e + 002 1.290540e + 002 1.291498e+002 3.666502e + 001 1. 004581e + 000 12 1.200000e+002 1.660000e+002 1.291498e+002 1.3011156 + 002 3.7555706+001 8.058216e+000 13 1.280000e + 002 1. 682857e + 002 1. 301115e+002 1.309867e + 002 3.855259e + 001 5 . 631194e+000 14 1.335625e + 002 1.698750e+002 1.309867e + 002 1.318082e+002 3.912523e+001 4.512959e+000 15 1.380000e + 002 1.711429e+002 1.318082e+002 1.335708e + 002 3.964190e + 001 8 .192519e+000 16 1.460000e+002 1.734286e+002 1.335708e+002 1.349973e+002 3.995239e+001 5.682203e+000 17 1.5150006+002 1.750000e + 002 1.349973e+002 1.366036e+002 4.000800e+001 5.729967e+000 18 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1.976166e + 002 2.069674e + 002 1. 799535e+001 1.176000e+001 34 2.545138e + 002 2.206448e+002 2.069674e+002 2.177126e + 002 9 . 014037e + 000 1.289726e+001 35 2.6164236 + 002 2 . 216632e + 002 2.177126e + 002 2.220314e + 002 2 . 008143e+000 5.029570e+000 1.898900e+002 1.957801e+002 2.021829e+002 2.085858e+002 2.149887e+002 2.213916e+002 2.220000e+002 2.260000e+002 2.331285e+002 2.402569e+002 2.473854e+002 2.545138e+002 2.616423e+002 2.642197e+002 1.965650e+002 2.001300e+002 2.040055e+002 2.078809e+002 2.117563e+002 2.156317e+002 2.160000e+002 2.1657146+002 2.175898e+002 2.1860816+002 2.1962656+002 2.206448e+002 2.216632e+002 2.220314e+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe + 000 l.OOOOe+000 O.OOOOe+.OOO O.OOOOe + 000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 3.3829e+004 -1.2313e+004 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 32 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 33 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 34 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 35 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore_Water Alpha Pore Air Phi B Liquified Force Fn. O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic F Seismic Y 1 3.5567e+003 O.OOOOe+000 -1.3579e+001 1.8104e+002 O.OOOOe+000 O.OOOOe+000 0 2 8.7461e+003 O.OOOOe+000 -1.0915e+001 1.7997e+002 O.OOOOe+000 O.OOOOe+000 0 3 6.4758e+003 O.OOOOe+000 -9.0333e+000 1.7908e+002 O.OOOOe+000 O.OOOOe+000 0 l.OOOOe+000 -5.3351e+002 l.OOOOe+000 -1.3119e+003 l.OOOOe+000 -9.7137e+002 4 2.5725e+003 O.OOOOe+000 -8.1695e+000 1.7864e+002 O.OOOOe+000 O.OOOOe+000 0 5 1.7838e+004 1.4912e+003 -6.6562e+000 1.7781e+002 O.OOOOe+000 O.OOOOe+000 0 6 2.1281e+004 4.0080e+003 -4.1505e+000 1.7628e+002 O.OOOOe+000 O.OOOOe+000 0 7 2.7161e+004 6.8920e+003 -1.6346e+000 1.7456e+002 O.OOOOe+000 O.OOOOe+000 0 8 3.1287e+004 9.3848e+003 9.6467e-001 1.7260e+002 O.OOOOe+000 O.OOOOe+000 0 9 6.6312e+003 2.1312e+003 2.5210e+000 1.7133e+002 O.OOOOe+000 O.OOOOe+000 0 10 3.4805e+004 1.0746e+004 4.0490e+000 1.7001e+002 O.OOOOe+000 O.OOOOe+000 0 11 4.3998e+003 1.2855e+003 5.4733e+000 1.6873e+002 O.OOOOe+000 O.OOOOe+000 0 12 3.6053e+004 1.0185e+004 6.8549e+000 1.6780e+002 O.OOOOe+000 O.OOOOe+000 0 13 2.5734e+004 6.9102e+003 8.9418e+000 1.6636e+002 O.OOOOe+000 O.OOOOe+000 0 14 2.0834e+004 5.3699e+003 1.0488e+001 1.6522e+002 O.OOOOe+000 O.OOOOe+000 0 15 3.8056e+004 9.2688e+003 1.2425e+001 1.6370e+002 O.OOOOe+000 O.OOOOe+000 0 16 2.6369e+004 5.9790e+003 1.4540e+001 1.6193e+002 O.OOOOe+000 O.OOOOe+000 0 17 2.6405e+004 5.5892e+003 1.6280e+001 1.6038e+002 O.OOOOe+000 O.OOOOe+000 0 18 2.3935e+004 4.6860e+003 1.7955e+001 1.5882e+002 O.OOOOe+000 O.OOOOe+000 0 19 5.0399e+004 8.0356e+003 2.0383e+001 1.5516e+002 O.OOOOe+000 O.OOOOe+000 0 20 3.2089e+004 3.7841e+003 2.3003e+001 1.5070e+002 O.OOOOe+000 O.OOOOe+000 0 21 3.2685e+004 2.8682e+003 2.5006e+001 1.4761e+002 O.OOOOe+000 O.OOOOe+000 0 22 3.2533e+004 1.7947e+003 2.7023e+001 1.4440e+002 O.OOOOe+000 O.OOOOe+000 0 23 3.2836e+004 6.3843e+002 2.9059e+001 1.4105e+002 O.OOOOe+000 O.OOOOe+000 0 24 3.5811e+004 O.OOOOe+000 3.1227e+001 1.3740e+002 O.OOOOe+000 O.OOOOe+000 0 25 3.5670e+004 O.OOOOe+000 3.3540e+001 1.3343e+002 O.OOOOe+000 O.OOOOe+000 0 26 3.5238e+004 O.OOOOe+000 3.5917e+001 1.2928e+002 O.OOOOe+000 O.OOOOe+000 0 27 3.4491e+004 O.OOOOe+000 3.8367e+001 1.2492e+002 O.OOOOe+000 O.OOOOe+000 0 28 3.2248e+003 O.OOOOe+000 3.9733e+001 1.2243e+002 O.OOOOe+000 O.OOOOe+000 0 29 2.0492e+004 O.OOOOe+000 4.0657e+001 1.2123e+002 O.OOOOe+000 O.OOOOe+000 0 30 3.2945e+004 O.OOOOe+000 4.2946e+001 1.1834e+002 O.OOOOe+000 O.OOOOe+000 0 31 2.7834e+004 O.OOOOe+000 4.5995e+001 1.1434e+002 O.OOOOe+000 O.OOOOe+000 0 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 -3.8587e+002 -2. 6757e+003 -3.1922e+003 -4 .0742e+003 -4.6931e+003 -9.9468e+002 -5.2207e+003 -6.5997e+002 -5.4080e+003 -3.8601e+003 -3.1251e+003 -5.7084e+003 -3.9553e+003 -3.9608e+003 -3.5902e+003 -7.5599e+003 -4 .81336+003 -4.9028e+003 -4.8799e+003 -4.9253e+003 -5.3717e+003 -5.3505e+003 -5.2858e+003 -5.1737e+003 -4.8372e+002 -3.0738e+003 -4.9417e+003 -4.1751e+003 32 2.2031e+004 O.OOOOe+000 4.9224e+001 l.OOOOe+000 -3.3046e+003 1.0992e+002 O.OOOOe+000 O.OOOOe+000 0 33 1.5393e+004 O.OOOOe+000 5.2680e+001 l.OOOOe+000 -2.3090e+003 1.0503e+002 O.OOOOe+000 O.OOOOe+000 0 34 7.7107e+003 O.OOOOe+000 5.6439e+001 l.OOOOe+000 -1.1566e+003 9.9518e+001 O.OOOOe+000 O.OOOOe+000 0 35 6.2109e+002 O.OOOOe+000 5.9172e+001 l.OOOOe+000 -9.3163e+001 9.5322e+001 O.OOOOe+000 O.OOOOe+000 0 Ordinary_Method_Fm= 1.1088496 Applied_Lambda= 0.0000 SU Normal_M ShearMob Phi Angle Cohesion = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3 8 6 2 1 2 2 3 6 3 4 3 2 1 3 2 2 2 4 2 5 2 2 2 2 2 2 2 1 2 1 1 7 3 2 Bishop SL# .5826e+003 .8363e+003 .5480e+003 .6012e+003 .8028e+004 .1457e+004 .7267e+004 .1204e+004 .5810e+003 . 4349e+004 .3168e+003 .5150e+004 .4821e+004 .9917e+004 .5937e+004 .45316+004 .42366+004 .16626+004 .4610e+004 .7656e+004 .3008e+004 .67646+004 .6310e+004 .78386+004 .6774e+004 .5438e+004 .3831e+004 .1708e+003 .35436+004 .07496+004 .63346+004 .1886e+004 .4962e+003 .29886+003 .38286+002 Method Fm= Normal M 4. 7. 4. 1. 9. 9. 1. 1. 2. 1. 1. 1. 9. 7. 1. 9. 9. 8. 1. 1. 2. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 9. 1. 1998e+003 0121e+003 7813e+003 4911e+003 2429e+003 4960e+003 0875e+004 1482e+004 3272e+003 2182e+004 5465e+003 2679e+004 0557e+003 3385e+003 3431e+004 3390e+003 3919e+003 5612e+003 8268e+004 1803e+004 2877e+004 2289e+004 2619e+004 3733e+004 3338e+004 2837e+004 2231e+004 7989e+003 1405e+004 8372e+004 5867e+004 3413e+004 1097e+004 0619e+003 2735e+003 1.1941274 ShearMob 3. 3. 3. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 3. 3. 3. 3. 3. 3. 3. 3. 3000e+001 3000e+001 3000e+001 5000e+001 5000e+001 SOOOe+001 5000e+001 5000e+001 5000e+001 SOOOe+OOl 5000e+001 SOOOe+OOl SOOOe+OOl SOOOe+OOl 5000e+001 SOOOe+OOl SOOOe+OOl SOOOe+OOl 5000e+001 SOOOe+OOl 5000e+001 SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl SOOOe+OOl 3000e+001 Applied Phi Angle 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 6 6 6 6 6 6 6 2 .SOOOe+002 .5000e+002 .50006+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .5000e+002 Lambda= 0.0000 Cohesion SideLeft ShearLeft SideRight ShearRight 1 4.7530e+003 4.5364e+003 3.3000e+001 2.5000e+002 O.OOOOe+000 O.OOOOe+000 -5.4798e+003 O.OOOOe+000 2 1.0316e+004 7.3161e+003 3.3000e+001 O.OOOOe+000 -1.4052e+004 O.OOOOe+000 3 7.3294e+003 4.8648e+003 3.3000e+001 O.OOOOe+000 -1.9517e+004 O.OOOOe+000 4 2.8090e+003 1.4658e+003 2.5000e+001 O.OOOOe+000 -2.1120e+004 O.OOOOe+000 5 1.9004e+004 8.9638e+003 2.5000e+001 O.OOOOe+000 -3.0381e+004 O.OOOOe+000 6 2.1991e+004 9.0267e+003 2.5000e+001 O.OOOOe+000 -3.8596e+004 O.OOOOe+000 7 2.7462e+004 1.0175e+004 2.5000e+001 O.OOOOe+000 -4.6369e+004 O.OOOOe+000 8 3.1113e+004 1.0626e+004 2.5000e+001 O.OOOOe+000 -5.2688e+004 O.OOOOe+000 9 6.'5433e + 003 2.1463e+003 2.5000e + 001 O.OOOOe+000 -5.3732e+004 O.OOOOe+000 10 3.4099e+004 1.1214e+004 2.5000e+001 O.OOOOe+000 -5.8229e+004 O.OOOOe+000 11 4.2838e+003 1.4232e+003 2.5000e+001 O.OOOOe+000 -5.8695e+004 O.OOOOe+000 12 3.4911e+004 1.1680e+004 2.5000e+001 O.OOOOe+000 -6.1679e+004 O.OOOOe+000 13 2.4735e+004 8.3753e+003 2.5000e+001 O.OOOOe+000 -6.2929e+004 O.OOOOe+000 14 1.9928e+004 6.8186e+003 2.5000e+001 O.OOOOe+000 -6.3433e+004 O.OOOOe+000 15 3.6202e+004 1.2576e+004 2.5000e+001 O.OOOOe+000 -6.3227e+004 O.OOOOe+000 16 2.4953e+004 8.8367e+003 2.5000e+001 O.OOOOe+000 -6.2266e+004 O.OOOOe+000 17 2.4891e+004 8.9768e+003 2.5000e+001 O.OOOOe+000 -6.0659e+004 O.OOOOe+000 18 2.2484e+004 8.2707e+003 2.5000e+001 O.OOOOe+000 -5.8663e+004 O.OOOOe+000 19 4.7110e+004 1.7939e+004 2.5000e+001 O.OOOOe+000 -5.2936e+004 O.OOOOe+000 20 2.9852e+004 1.1817e+004 2.5000e+001 O.OOOOe+000 -4.8276e+004 O.OOOOe+000 21 4.1798e+004 1.6865e+004 2.5000e+001 O.OOOOe+000 -7.6166e+004 O.OOOOe+000 22 3.0054e+004 1.2697e+004 2.5000e+001 O.OOOOe+000 -6.9961e+004 O.OOOOe+000 23 3.0217e+004 1.3243e+004 2.5000e+001 O.OOOOe+000 -6.3006e+004 O.OOOOe+000 24 3.2951e+004 1.4749e+004 2.5000e+001 O.OOOOe+000 -5.4368e+004 O.OOOOe+000 25 3.2991e+004 1.4813e+004 2.5000e+001 O.OOOOe+000 -4.4360e+004 O.OOOOe+000 26 3.2809e+004 1.4798e+004 2.5000e+001 O.OOOOe+000 -3.3053e+004 O.OOOOe+000 27 3.2376e+004 1.4695e+004 2.5000e+001 O.OOOOe+000 -2.0559e+004 O.OOOOe+000 28 2.5988e+003 1.9214e+003 3.5000e+001 O.OOOOe+000 -2.0035e+004 O.OOOOe+000 29 1.6462e+004 1.2303e+004 3.5000e+001 O.OOOOe+000 -1.6493e+004 O.OOOOe+000 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 5.4798e+003 1.4052e+004 1. 9517e+004 2.1120e+004 3.0381e+004 3.8596e+004 4 . 6369e+004 5.2688e+004 5.3732e+004 5.8229e+004 5.8695e+004 6.1679e+004 6.2929e+004 6.3433e+004 6.3227e+004 6.2266e+004 6.0659e+004 5.8663e+004 5.2936e+004 4 .8276e+004 7.6166e+004 6. 9961e+004 6.3006e+004 5.4368e+004 4.4360e+004 3.3053e+004 2.0559e+004 2.0035e+004 30 2.6188e+004 2.0250e+004 3.5000e+001 O.OOOOe+000 -1.0074e+004 O.OOOOe+000 31 2.1626e+004 1.7837e+004 3.5000e+001 O.OOOOe+000 -4.1226e+003 O.OOOOe+000 32 1.6310e+004 1.5049e+004 3.5000e+001 O.OOOOe+000 5.0462e+002 O.OOOOe+000 33 9.9839e+003 1.1763e+004 3.5000e+001 O.OOOOe+000 2.6539e+003 O.OOOOe+000 34 2.2282e+003 7.7869e+003 3.5000e+001 O.OOOOe+000 6.9599e+002 O.OOOOe+000 35 -2.8786e+002 8.9643e+002 3.3000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 6.0000e+002 1.6493e+004 6.0000e+002 1.0074e+004 6.0000e+002 4.1226e+003 6.0000e+002 -5.0462e+002 6.0000e+002 -2.6539e+003 2.5000e+002 -6.9599e+002 Janbu_Method_Ff= 1.0978176 SL# Normal_F ShearMob SideRight ShearRight Applied_Lambda= 0.0000 Phi_Angle Cohesion SideLeft ShearLeft 1 4.8655e+003 5.0009e+003 3.3000e+001 O.OOOOe+000 -5.4798e+003 O.OOOOe+000 2 1.0456e+004 8.0408e+003 3.3000e+001 O.OOOOe+000 -1.4052e+004 O.OOOOe+000 3 7.4045e+003 5.3360e+003 3.3000e+001 O.OOOOe+000 -1.9517e+004 O.OOOOe+000 4 2.8287e+003 1.6027e+003 2.5000e+001 O.OOOOe+000 -2.1120e+004 O.OOOOe+000 5 1.9101e+004 9.7913e+003 2.5000e+001 O.OOOOe+000 -3.0381e+004 O.OOOOe+000 6 2.2051e+004 9.8439e+003 2.5000e+001 O.OOOOe+000 -3.8596e+004 O.OOOOe+000 7 2.7488e+004 1.1078e+004 2.5000e+001 O.OOOOe+000 -4.6369e+004 O.OOOOe+000 8 3.1097e+004 1.1552e+004 2.5000e+001 O.OOOOe+000 -5.2688e+004 O.OOOOe+000 9 6.5351e+003 2.3311e+003 2.5000e+001 O.OOOOe+000 -5.3732e+004 O.OOOOe+000 10 3.4031e+004 1.2169e+004 2.5000e+001 O.OOOOe+000 -5.8229e+004 O.OOOOe+000 11 4.2723e+003 1.5432e+003 2.5000e+001 O.OOOOe+000 -5.8695e+004 O.OOOOe+000 12 3.4794e+004 1.2655e+004 2.5000e+001 O.OOOOe+000 -6.1679e+004 O.OOOOe+000 13 2.4626e+004 9.0638e+003 2.5000e+001 O.OOOOe+000 -6.2929e+004 O.OOOOe+000 14 1.9825e+004 7.3730e+003 2.5000e+001 O.OOOOe+000 -6.3433e+004 O.OOOOe+000 15 3.5979e+004 1.3584e+004 2.5000e+001 O.OOOOe+000 -6.3227e+004 O.OOOOe+000 16 2.4771e+004 9.5348e+003 2.5000e+001 O.OOOOe+000 -6.2266e+004 O.OOOOe+000 17 2.4685e+004 9.6771e+003 2.5000e+001 O.OOOOe+000 -6.0659e+004 O.OOOOe+000 18 2.2277e+004 8.9082e+003 2.5000e+001 O.OOOOe+000 -5.8663e+004 O.OOOOe+000 19 4.6604e+004 1.9298e+004 2.5000e+001 O.OOOOe+000 -5.2936e+004 O.OOOOe+000 2.5000e+002 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 O.OOOOe+000 5.4798e+003 1.4052e+004 1.9517e+004 2.1120e+004 3.0381e+004 3.8596e+004 4.6369e+004 5.2688e+004 5.3732e+004 5.8229e+004 5.8695e+004 6.1679e+004 6.2929e+004 6.3433e+004 6.3227e+004 6.2266e+004 6.0659e+004 5.8663e+004 20 2.9478e+004 1.2695e+004 2.5000e+001 O.OOOOe+000 -4.8276e+004 O.OOOOe+000 21 4.1220e+004 1.8099e+004 2.5000e+001 O.OOOOe+000 -7.6166e+004 O.OOOOe+000 22 2.9586e+004 1.3611e+004 2.5000e+001 O.OOOOe+000 -6.9961e+004 O.OOOOe+000 23 2.9693e+004 1.4182e+004 2.5000e+001 O.OOOOe+000 -6.3006e+004 O.OOOOe+000 24 3.2325e+004 1.5777e+004 2.5000e+001 O.OOOOe+000 -5.4368e+004 O.OOOOe+000 25 3.2316e+004 1.5826e+004 2.5000e+001 O.OOOOe+000 -4.4360e+004 O.OOOOe+000 26 3.2087e+004 1.5790e+004 2.5000e+001 O.OOOOe+000 -3.3053e+004 O.OOOOe+000 27 3.1609e+004 1.5658e+004 2.5000e+001 O.OOOOe+000 -2.0559e+004 O.OOOOe+000 28 2.5069e+003 2.0313e+003 3.5000e+001 O.OOOOe+000 -2.0035e+004 O.OOOOe+000 29 1.5861e+004 1.2999e+004 3.5000e+001 O.OOOOe+000 -1.6493e+004 O.OOOOe+000 30 2.5147e+004 2.1362e+004 3.5000e+001 O.OOOOe+000 -1.0074e+004 O.OOOOe+000 31 2.0646e+004 1.8777e+004 3.5000e+001 O.OOOOe+000 -4.1226e+003 O.OOOOe+000 32 1.5427e+004 1.5806e+004 3.5000e+001 O.OOOOe+000 5.0462e+002 O.OOOOe+000 33 9.2442e+003 1.2323e+004 3.5000e+001 O.OOOOe+000 2.6539e+003 O.OOOOe+000 34 1.7013e+003 8.1340e+003 3.5000e+001 O.OOOOe+000 6.9599e+002 O.OOOOe+000 35 -3.5428e+002 9.3578e+002 3.3000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 2.5000e+002 5. 4 . 7 . 6. 6. 5. 4. 3. 2. 2. 1. 1. 4 . -5. -2. -6. 2936e+004 8276e+004 6166e+004 9961e+004 3006e+004 4368e+004 4360e+004 3053e+004 0559e+004 0035e+004 6493e+004 0074e+004 1226e+003 0462e+002 6539e+003 9599e+002 Spencer_Method_Fm= 1.2042335 Applied_Lambda= -0.5118 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft SideRight ShearRight ShearLeft 1 1.0376e+004 7.5304e+003 3.3000e+001 2.5000e+002 O.OOOOe+000 O.OOOOe+000 -9.3022e+003 -4.7613e+003 2 1.8158e+004 1.1484e+004 3.3000e+001 2.5000e+002 9.3022e+003 4.7613e+003 -2.2802e+004 -1.1671e+004 3 1.1967e+004 7.3250e+003 3.3000e+001 2.5000e+002 2.2802e+004 1.1671e+004 -3.0994e+004 -1.5864e+004 4 3.9271e+003 1.8864e+003 2.5000e+001 3.0000e+002 3.0994e+004 1.5864e+004 -3.3039e+004 -1.6911e+004 5 2.5191e+004 1.1284e+004 2.5000e+001 3.0000e+002 3.3039e+004 1.6911e+004 -4.4517e+004 -2.2786e+004 6 2.7101e+004 1.0930e+004 2.5000e+001 3.0000e+002 4.4517e+004 2.2786e+004 -5.4203e+004 -2.7744e+004 7 3.1949e+004 1.1827e+004 2.5000e+001 3.0000e+002 5.4203e+004 2.7744e+004 -6.2873e+004 -3.2181e+004 8 3.4451e+004 1.1830e+004 2.5000e+001 3.0000e+002 6.2873e+004 3.2181e+004 -6.9434e+004 -3.5540e+004 9 7.0584e+003 2.3278e+003 2.5000e+001 3.0000e+002 6.9434e+004 3.5540e+004 -7.04556+004 -3.6062e+004 10 3.6162e+004 1.1919e+004 2.5000e+001 3.6062e+004 -7.4574e+004 -3.8171e+004 11 4.4799e+003 1.4872e+003 2.5000e+001 3.8171e+004 -7.4968e+004 -3.8372e+004 12 3.6015e+004 1.2009e+004 2.5000e+001 3.8372e+004 -7.7189e+004 -3.9509e+004 13 2.5021e+004 8.4157e+003 2.5000e+001 3.9509e+004 -7.7756e+004 -3.9799e+004 14 1.9882e+004 6.7437e+003 2.5000e+001 3.9799e+004 -7.7645e+004 -3.9743e+004 15 3.5533e+004 1.2211e+004 2.5000e+001 3.9743e+004 -7.6222e+004 -3.9014e+004 16 2.4082e+004 8.4256e+003 2.5000e+001 3.9014e+004 -7.4380e+004 -3.8071e+004 17 2.3711e+004 8.4446e+003 2.5000e+001 3.8071e+004 -7.1882e+004 -3.6793e+004 18 2.1165e+004 7.6904e+003 2.5000e+001 3.6793e+004 -6.9087e+004 -3.5362e+004 19 4.3650e+004 1.6449e+004 2.5000e+001 3.5362e+004 -6.1752e+004 -3.1608e+004 20 2.7210e+004 1.0695e+004 2.5000e+001 3.1608e+004 -5.6156e+004 -2.8743e+004 21 5.4065e+004 2.1474e+004 2.5000e+001 2.8743e+004 -8.1700e+004 -4.1818e+004 22 2.6756e+004 1.1313e+004 2.5000e+001 4.1818e+004 -7.4747e+004 -3.8259e+004 23 2.6605e+004 1.1733e+004 2.5000e+001 3.8259e+004 -6.7163e+004 -3.4377e+004 24 2.8580e+004 1.2932e+004 2.5000e+001 3.4377e+004 -5.8042e+004 -2.9708e+004 25 2.8065e+004 1.2781e+004 2.5000e+001 2.9708e+004 -4.7848e+004 -2.4491e+004 26 2.7365e+004 1.2566e+004 2.5000e+001 2.4491e+004 -3.6699e+004 -1.8784e+004 27 2.6466e+004 1.2283e+004 2.5000e+001 1.8784e+004 -2.4746e+004 -1.2666e+004 28 2.3254e+003 1.7463e+003 3.5000e+001 1.2666e+004 -2.4120e+004 -1.2346e+004 29 1.4642e+004 1.1141e+004 3.5000e+001 1.2346e+004 -1.9965e+004 -1.0219e+004 30 2.2984e+004 1.8217e+004 3.5000e+001 1.0219e+004 -1.2712e+004 -6.5065e+003 31 1.8714e+004 1.5994e+004 3.5000e+001 6.5065e+003 -6.2030e+003 -3.1750e+003 32 1.4029e+004 1.3596e+004 3.5000e+001 3.1750e+003 -1.1719e+003 -5.9986e+002 33 8.7865e+003 1.0968e+004 3.5000e+001 5.9986e+002 1.4571e+003 7.4584e+002 34 2.7623e+003 8.0321e+003 3.5000e+001 7.4584e+002 4.6441e+002 2.3771e+002 35 -3.85876+001 1.0233e+003 3.3000e+001 2.3771e+002 O.OOOOe+000 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 2.5000e+002 7.0455e+004 7.4574e+004 7.4968e+004 7.7189e+004 7.7756e+004 7.7645e+004 7.6222e+004 7.4380e+004 7.1882e+004 6.9087e+004 6.1752e+004 5.6156e+004 8.1700e+004 7.4747e+004 6.7163e+004 5.8042e+004 4.7848e+004 3.6699e+004 2.4746e+004 2.4120e+004 1.9965e+004 1.2712e+004 6.2030e+003 1.1719e+003 -1.4571e+003 -4.6441e+002 Slip_Surface^Summary Analysis Volume Act Force FOS Weight Res Moment Act Moment Res Force Ordinary Method 6.7845e+003 8.1415e+005 7.4330e+007 6.7034e+007 1.1088496 Bishop Method 6.7845e+003 8.1415e+005 8.0047e+007 6.7034e+007 1.1941274 Janbu Method 6.7845e+003 8.1415e+005 3.6462e+005 3.3213e+005 1.0978176 Spencer Method 6.7845e+003 8.1415e+005 8.0724e+007 6.7034e+007 3.7669e+005 3.1327e+005 1.2042335 Reinforcement_Summary Reinforcement Active Int_X Int_Y Used_Resis Used_Load Avail BL Req BL 1 1 1.7849e+002 1.4471e+002 O.OOOOe+000 3.6000e+004 5.0000e+001 l.#INFe+000 Page 1 of 10 <?xml version="1.0" encoding="utf-8" standalone="yes" ?> K-K' with Retaining Structure Inpi <GSIData Version="6.22"> - <Analyses Len = "l"> - <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Method >Spencer</Method> <TimeIncrements /> <ExternalFiles /> <SlipDirection>RightToLeft</SlipDirection> <SlipSurfaceOption>FullySpecified</SlipSurfaceOption> <SideFunction SideFnType="Constant" /> < Lambda >,999</l_ambda> <SortDirection>l</SortDirection> <StartingTimeStep>0</StartingTimeStep> <PWPInitialOption>Initial PWP from Water Table</PWPInitialOption> 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Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\K-... 9/9/2009 Page 5 of 10 <Edge ID="32" Pointl = "29" Point2="6" Regionl = "3" Region2 = "7" ActualDiv="2" /> <Edge ID="33" Pointl = "25" Point2="32" Regionl = "7" TargetDiv = " ActualDiv="l" /> <Edge ID = "34" Pointl = "34" Point2-"6" Regionl = "7" TargetDiv="l ActualDiv="l" /> <Edge ID = "35" Pointl = "32" Point2 = "33" Regionl = "7" TargetDiv = " ActualDiv="l" /> <Edge ID = "36" Pointl = "33" Point2="35" Regionl = "7" TargetDiv = " ActualDiv="l" /> <Edge ID = "37" Pointl = "35" Point2="34" Regionl = "7" TargetDiv^" ActualDiv="l" /> <Edge ID="38" Pointl = "4" Point2 = "28" Regionl = "2" Region2 = "6" TargetDiv="3" ActualDiv="3" /> </Edges> </GeometryItems> <Materials Len = "4"> - <Material> <Color>RGB=128,128,255</Color> <Description> Landslide debris</Description> <StressStrain UnitWeight="120" PiezLineNum = "l" Cohesion = "460" Phi="10"/> </Material> <Material> <Description>Fill</Description> <StressStrain UnitWeight="120" 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<SketchItems> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\K-... 9/9/2009 Page 7 of 10 <AxisScales XInc="16" YInc="9" Top="240" Right="320" Bottom = "60" /> <AxisOptions Showl_eftAxis="true" ShowBottomAxis="true" Showl_abels="true" YAxisTitle="Elevation (feet)" /> <SkTexts Len="8"> - <SkText> <X>231.90342</X> <Y>68.65744</Y> <Height>-10</Height> <FontInfo Height="-29" OutPrecision = "3" ClipPrecision = "2" Quality = " PitchAndFamily="34" FaceName = "Arial" /> <Text>{FileInfo. 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SlipSurfaces="true" Linel_oads="true" Reinforcement="true" PressureLines = "true" PressureLineShading = "true" TensionCrackLine="false" TensionCrackShading = "false" SlipSurfaceShading = "true" SlipSurfaceSlices="true" SlipSurfaceColor="RGB=0,255,0" SlipSurfaceLineThickness="l" MultipleSlipSurfaces="false" NumSlipSurfaces="0" SigFiguresFofS = "4" AnalysisMethod = "2" AIIFofSValues="false" SafetyMap="false" FluxSections="true" Particles="true" InitialConditions="true" BoundaryConditions="true" InitialWaterTable="true" CoverDetail="true" TimeStep="l" BodyLoad="true" StructuralElements="true" TrussElements="true" HistoryPoints="true" Vectors="true" Contours="true" ContourShading = "true" ContourInfiniteElements="true" TransientContours="true" TransientContourType="Pressure" FlowPath="true" FluxType="0" ParticleShading="false" Deformation="true" DeformationShading = "false" YieldConditions="false" TimeStepNumbers="false" /> - <Font> <FontInfo FaceName="Arial" /> <NodeNumberSize>6</NodeNumberSize> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\K-... 9/9/2009 Page 10 of 10 <ElementNumberSize>6</ElementNumberSize> <AxisSize>10</AxisSize> <PointNumberSize>10</PointNumberSize> <RegionNumberSize>12</RegionNumberSize> </Font> <AnalysisLastViewed>SLOPE/W</AnalysisLastViewed> </View> </GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\K-... 9/9/2009 K-K' with Retaining Structure Output La Costa Condominiums F.N. 23280.01 DATESTAMP 9/4/2009 TIMESTAMP 2:22:33 PM Method 2.079200e+001 1 . 759260e+002 6 . 407721e+001 SL# X_Left Y_L_Top Y L_Bottom Y R Bottom Mid Height Base Length 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6.600000e+001 1 . 300000e+002 1 . 300000e+002 .300312e+002 1.651059e+000 4 . 566745e-002 2 6.603333e+001 1 . 333333e+002 1 . 300312e+002 .3009366+002 6 . 604236e+000 9 . 133462e-002 3 6.610000e+001 1 . 400000e+002 1 . 300936e+002 .303980e+002 9 . 832565e+000 4 . 452567e-001 4 6.642500e+001 1 . 401568e+002 1 . 303980e+002 .307023e+002 9 . 684988e+000 4 . 452567e-001 5 6.6750006+001 1 . 403135e+002 1 . 307023e+002 .310067e+002 9.537410e+000 4 . 452567e-001 6 6.707500e + 001 1 . 404703e + 002 1 . 310067e+002 .3131106 + 002 9.389832e + 000 4 . 452567e-001 7 6.740000e + 001 1 . 406271e + 002 1 . 313110e + 002 .3161546+002 9.242255e + 000 4 . 452567e-001 8 6.772500e + 001 1 . 407839e+002 1 . 316154e + 002 .319197e + 002 9.094677e + 000 4 . 452567e-001 9 6.805000e + 001 1 . 409406e+002 1 . 319197e + 002 .322241e+002 8 . 947100e+000 4 . 452567e-001 10 6.837500e + 001 1 . 410974e + 002 1 . 322241e + 002 .3252846+002 8 . 799522e + 000 4 . 452567e-001 11 6.8700006+001 1.412542e+002 1 . 325284e+002 .328328e + 002 8 . 651944e + 000 4 . 452567e-001 12 6.902500e + 001 1 . 4 14109e + 002 1 . 328328e+002 .3313716+002 8.504367e+000 4 . 452567e-001 13 6.9350006 + 001 1 . 415677e+002 1 . 331371e+002 .3344156 + 002 8 . 356789e + 000 4 . 452567e-001 14 6.967500e + 001 1 . 4 17245e+002 1 . 3344 15e + 002 .3374586 + 002 8 . 209211e + 000 4 . 452567e-001 15 7.000000e+001 1.418813e+002 1 . 337458e + 002 .3407526+002 8 . 055562e+000 4 . 818938e-001 16 7.0351746 + 001 1 . 420509e + 002 1 . 340752e + 002 .3440466+002 7 . 8 95842e + 000 4 . 818938e-001 17 7.0703486+001 1 . 422206e+002 1 . 34404 6e+002 .347340e+002 7 . 736121e+000 4 . 818938e-001 18 7.1055236 + 001 1 . 423903e+002 1 . 347340e + 002 .350634e+002 7 . 576400e+000 4 . 818938e-001 19 7.1406976+001 1 . 425599e+002 1 . 350634e+002 .3539286+002 7 . 416679e + 000 4 . 818938e-001 20 7.1758716 + 001 1 . 427296e+002 1 . 353928e + 002 .3597436+002 7 . 122315e+000 6. 619090e-001 21 7.207487e+001 1 . 428821e+002 1 . 359743e+002 .365558e+002 6 . 693307e+000 6 . 619090e-001 X 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 1 Right .603333e+001 . 610000e+001 . 642500e+001 . 675000e+001 .707500e+001 .740000e+001 .7725006+001 .8050006+001 .8375006+001 .8700006+001 .902500e+001 .935000e+001 .967500e+001 .OOOOOOe+001 .035174e+001 .0703486+001 .1055236+001 .140697e+001 .175871e+001 .207487e+001 .239104e+001 2 Y_R_Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .3333336+002 .400000e+002 .4015686+002 . 403135e+002 .4047036+002 .4062716+002 .407839e+002 .4094066+002 .4109746+002 .4125426+002 .4141096+002 .4156776+002 .4172456+002 .4188136+002 .4205096+002 .4222066+002 .4239036+002 .4255996+002 .4272966+002 .4288216+002 .4303466+002 22 7.239104e+001 1.430346e+002 1.365558e+002 1.371374e+002 6.264299e+000 6.619090e-001 23 7.270721e+001 1.431871e+002 1.371374e+002 1.377189e+002 5.835291e+000 6.619090e-001 24 7.302337e+001 1.433397e+002 1.377189e+002 1.383004e+002 5.406283e+000 6.619090e-001 25 7.333953e+001 1.434922e+002 1.383004e+002 1.388819e+002 4.977275e+000 6.619090e-001 26 7.365570e+001 1.436447e+002 1.388819e+002 1.3946346+002 4.548267e+000 6.619090e-001 27 7.3971866+001 1.437972e+002 1.394634e+002 1.400449e+002 4.119259e+000 6.619090e-001 28 7.428803e+001 1.439497e+002 1.400449e+002 1.406265e+002 3.690251e+000 6.619090e-001 29 7.460420e+001 1.441022e+002 1.406265e+002 1.412080e+002 3.261243e+000 6.619090e-001 30 7.492036e+001 1.442547e+002 1.412080e+002 1.423852e+002 2.538949e+000 1.224049e+000 31 7.5255546+001 1.444164e+002 1.423852e+002 1.435625e+002 1.523370e+000 1.224049e+000 32 7.559073e+001 1.445781e+002 1.435625e+002 1.447398e+002 5.077899e-001 1.224049e+000 7.2707216+001 7.302337e+001 7.333953e+001 7.365570e+001 7.397186e+001 7.428803e+001 7.460420e+001 7.492036e+001 7.525554e+001 7.559073e+001 7.592591e+001 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X 1.4318716+002 1.433397e+002 1.434922e+002 1.436447e+002 1.437972e+002 1.439497e+002 1.441022e+002 1.442547e+002 1.444164e+002 1.445781e+002 1.447398e+002 P Load Y 1 2.0000e+003 -2.4492e-013 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OQOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 32 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SLtt Weight Pore_Water Alpha Pore Air Phi_B Liquified 1 6.6042e+000 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 5.2834e+001 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 3.8347e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 3.7771e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 3.7196e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 3.6620e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 3.6045e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 3.5469e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 3.4894e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Force Fn. l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic_F O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic Y 10 3.4318e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 3.3743e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 3.3167e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 3.2591e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 3.2016e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 3.4002e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 3.3328e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 3.2653e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 3.1979e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 3.1305e+002 O.OOOOe+000 4.3121e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 2.7022e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 2.5394e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 2.3767e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 2.2139e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 2.0511e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 1.8884e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 1.7256e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 1.5628e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 1.4001e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 1.2373e+002 O.OOOOe+000 6.1468e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 1.0212e+002 O.OOOOe+000 7.4108e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 31 6.1273e+001 O.OOOOe+000 7.4108e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 32 2.0424e+001 O.OOOOe+000 7.4108e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.5355864 Applied SL# Normal_M ShearMob Phi Angle 1 1.3719e+003 5.8464e+002 3.3000e+001 2 3.8564e+001 2.5231e+001 3.3000e+001 3 2.7990e+002 1.6187e+002 3.3000e+001 4 2.7570e+002 1.6009e+002 3.3000e+001 5 2.7150e+002 1.5831e+002 3.3000e+001 6 2.6730e+002 1.5654e+002 3.3000e+001 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 Lambda= 0 . Cohesion 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0000 7 2.6310e+002 1.5476e+002 3.3000e+001 8 2.5890e+002 1.5298e+002 3.3000e+001 9 2.5469e+002 1.5121e+002 3.3000e+001 10 2.5049e+002 1.4943e+002 3.3000e+001 11 2.4629e+002 1.4765e+002 3.3000e+001 12 2.4209e+002 1.4588e+002 3.3000e+001 13 2.3789e+002 1.4410e+002 3.3000e+001 14 2.3369e+002 1.4232e+002 3.3000e+001 15 2.4818e+002 1.5203e+002 3.3000e+001 16 2.4326e+002 1.4995e+002 3.3000e+001 17 2.3834e+002 1.4787e+002 3.3000e+001 18 2.3342e+002 1.4579e+002 3.3000e+001 19 2.2850e+002 1.4371e+002 3.3000e+001 20 1.2907e+002 1.1924e+002 3.3000e+001 21 1.2130e+002 1.1595e+002 3.3000e+001 22 1.1352e+002 1.1267e+002 3.3000e+001 23 1.0575e+002 1.0938e+002 3.3000e+001 24 9.7974e+001 1.0609e+002 3.3000e+001 25 9.0199e+001 1.0280e+002 3.3000e+001 26 8.2425e+001 9.9515e+001 3.3000e+001 27 7.4650e+001 9.6227e+001 3.3000e+001 28 6.6875e+001 9.2939e+001 3.3000e+001 29 5.9101e+001 8.9651e+001 3.3000e+001 30 2.7964e+001 1.3139e+002 3.3000e+001 31 1.6778e+001 1.2666e+002 3.3000e+001 32 5.5928e+000 1.2193e+002 3.3000e+001 Bishop Method Fm= 1.5532914 Applied SU Normal M ShearMob Phi Angle SideRight ShearRight 1 3.5343e+000 5.8877e+000 3.3000e+001 O.OOOOe+000 -2.0019e+003 O.OOOOe+000 2 4.6082e+001 2.8086e+001 3.3000e+001 O.OOOOe+000 -1.9908e+003 O.OOOOe+000 3 3.4861e+002 1.8875e+002 3.3000e+001 O.OOOOe+000 -1.8900e+003 O.OOOOe+000 4 3.4294e+002 1.8638e+002 3.3000e+001 O.OOOOe+000 -1.7912e+003 O.OOOOe+000 5 3.3728e+002 1.8401e+002 3.3000e+001 O.OOOOe+000 -1.6947e+003 O.OOOOe+000 6 3.3161e+002 1.8164e+002 3.3000e+001 O.OOOOe+000 -1.6002e+003 O.OOOOe+000 7 3.2594e+002 1.7927e+002 3.3000e+001 O.OOOOe+000 -1.5080e+003 O.OOOOe+000 8 3.2028e+002 1.7690e+002 3.3000e+001 O.OOOOe+000 -1.4178e+003 O.OOOOe+000 9 3.1461e+002 1.7453e+002 3.3000e+001 O.OOOOe+000 -1.3299e+003 O.OOOOe+000 10 3.0894e+002 1.7216e+002 3.3000e+001 O.OOOOe+000 -1.2440e+003 O.OOOOe+000 11 3.0328e+002 1.6979e+002 3.3000e+001 O.OOOOe+000 -1.1603e+003 O.OOOOe+000 12 2.9761e+002 1.6742e+002 3.3000e+001 O.OOOOe+000 -1.0788e+003 O.OOOOe+000 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1. 5000e+002 1. 5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1. 5000e+002 1. 5000e+002 1.5000e+002 Lambda= 0.0000 Cohesion SideLeft ShearLeft 1.5000e+002 0. 1.5000e+002 2. 1. 5000e + 002 1. 1.5000e+002 1. 1.5000e+002 1. 1.5000e+002 1. 1.5000e+002 1. 1.5000e+002 1. 1.5000e+002 1. 1.50006+002 1. 1.5000e+002 1. 1.5000e+002 1. OOOOe+000 0019e+003 9908e+003 8900e+003 7912e+003 6947e+003 6002e+003 5080e+003 4178e+003 3299e+003 2440e+003 1603e+003 13 2.9194e+002 1.6505e+002 3.3000e+001 O.OOOOe+000 -9.9942e+002 O.OOOOe+000 14 2.8628e+002 1.6269e+002 3.3000e+001 O.OOOOe+000 -9.2218e+002 O.OOOOe+000 15 3.0345e+002 1.7340e+002 3.3000e+001 O.OOOOe+000 -8.4101e+002 O.OOOOe+000 16 2.9681e+002 1.7063e+002 3.3000e+001 O.OOOOe+000 -7.6236e+002 O.OOOOe+000 17 2.9017e+002 1.6785e+002 3.3000e+001 O.OOOOe+000 -6.8622e+002 O.OOOOe+000 18 2.8353e+002 1.6508e+002 3.3000e+001 O.OOOOe+000 -6.1260e+002 O.OOOOe+000 19 2.7690e+002 1.6230e+002 3.3000e+001 O.OOOOe+000 -5.4150e+002 O.OOOOe+000 20 2.5334e+002 1.6984e+002 3.3000e+001 O.OOOOe+000 -3.9913e+002 O.OOOOe+000 21 2.3408e+002 1.6178e+002 3.3000e+001 O.OOOOe+000 -2.6988e+002 O.OOOOe+000 22 2.1481e+002 1.5373e+002 3.3000e+001 O.OOOOe+000 -1.5375e+002 O.OOOOe+000 23 1.9555e+002 1.4568e+002 3.3000e+001 O.OOOOe+000 -5.0736e+001 O.OOOOe+000 24 1.7629e+002 1.3762e+002 3.3000e+001 O.OOOOe+000 3.9153e+001 O.OOOOe+000 25 1.5702e+002 1.2957e+002 3.3000e+001 O.OOOOe+000 1.1592e+002 O.OOOOe+000 26 1.3776e+002 1.2152e+002 3.3000e+001 O.OOOOe+000 1.7957e+002 O.OOOOe+000 27 1.1850e+002 1.1346e+002 3.3000e+001 O.OOOOe+000 2.3010e+002 O.OOOOe+000 28 9.9236e+001 1.0541e+002 3.3000e+001 O.OOOOe+000 2.6751e+002 O.OOOOe+000 29 7.9973e+001 9.7355e+001 3.3000e+001 O.OOOOe+000 2.9179e+002 O.OOOOe+000 30 -1.7111e+001 1.1105e+002 3.3000e+001 O.OOOOe+000 2.4597e+002 O.OOOOe+000 31 -7.7543e+001 8.5786e+001 3.3000e+001 O.OOOOe+000 1.4871e+002 O.OOOOe+000 32 -1.3798e+002 6.0520e+001 3.3000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu Method Ff= 1.5617318 Applied SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 3.5337e+000 5.8556e+000 3.3000e+001 O.OOOOe+000 -2.0019e+003 O.OOOOe+000 2 4.6079e+001 2.7933e+001 3.3000e+001 O.OOOOe+000 -1.9908e+003 O.OOOOe+000 3 3.4859e+002 1.8772e+002 3.3000e+001 O.OOOOe+000 -1.8900e+003 O.OOOOe+000 4 3.4292e+002 1.8536e+002 3.3000e+001 O.OOOOe+000 -1.7912e+003 O.OOOOe+000 5 3.3725e+002 1.8300e+002 3.3000e+001 O.OOOOe+000 -1.6947e+003 O.OOOOe+000 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 Lambda= 0 . Cohesion 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.0788e+003 9.9942e+002 9.2218e+002 8.4101e+002 7. 6236e+002 6.8622e+002 6.1260e+002 5.4150e+002 3.9913e+002 2.6988e+002 1.5375e+002 5.0736e+001 -3. 9153e+001 -1.1592e+002 -1.7957e+002 -2.3010e+002 -2. 6751e+002 -2.9179e+002 -2.4597e+002 -1.4871e+002 0000 SideLeft ShearLeft O.OOOOe+000 2.0019e+003 1.9908e+003 1.8900e+003 1.7912e+003 6 3.3159e+002 1.8065e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.6002e+003 O.OOOOe+000 7 3.2592e+002 1.7829e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.5080e+003 O.OOOOe+000 8 3.2025e+002 1.7594e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.4178e+003 O.OOOOe+000 9 3.1459e+002 1.7358e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.3299e+003 O.OOOOe+000 10 3.0892e+002 1.7122e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.2440e+003 O.OOOOe+000 11 3.0326e+002 1.6887e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.1603e+003 O.OOOOe+000 12 2.9759e+002 1.6651e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.0788e+003 O.OOOOe+000 13 2.9192e+002 1.6415e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -9.9942e+002 O.OOOOe+000 14 2.8626e+002 1.6180e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -9.2218e+002 O.OOOOe+000 15 3.0343e+002 1.7246e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -8.4101e+002 O.OOOOe+000 16 2.9679e+002 1.6970e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -7.6236e+002 O.OOOOe+000 17 2.9015e+002 1.6694e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -6.8622e+002 O.OOOOe+000 18 2.8351e+002 1.6418e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -6.1260e+002 O.OOOOe+000 19 2.7688e+002 1.6142e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -5.4150e+002 O.OOOOe+000 20 2.5331e+002 1.6891e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -3.9913e+002 O.OOOOe+000 21 2.3405e+002 1.6090e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -2.6988e+002 O.OOOOe+000 22 2.1479e+002 1.5289e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -1.5375e+002 O.OOOOe+000 23 1.9552e+002 1.4488e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 -5.0736e+001 O.OOOOe+000 24 1.7626e+002 1.3687e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 3.9153e+001 O.OOOOe+000 25 1.5700e+002 1.2886e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 1.1592e+002 O.OOOOe+000 26 1.3774e+002 1.2085e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 1.7957e+002 O.OOOOe+000 27 1.1848e+002 1.1284e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 2.3010e+002 O.OOOOe+000 28 9.9217e+001 1.0483e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 2.6751e+002 O.OOOOe+000 29 7.9955e+001 9.6822e+001 3.3000e+001 1.5000e+002 O.OOOOe+000 2.9179e+002 O.OOOOe+000 30 -1.7138e+001 1.1044e+002 3.3000e+001 1.5000e+002 O.OOOOe+000 2.4597e+002 O.OOOOe+000 31 -7.7565e+001 8.5313e+001 3.3000e+001 1.5000e+002 O.OOOOe+000 1.4871e+002 O.OOOOe+000 32 -1.3799e+002 6.0186e+001 3.3000e+001 1.5000e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 1.6947e+003 1.6002e+003 1.5080e+003 1.4178e+003 1.3299e+003 1.2440e+003 1.1603e+003 1.0788e+003 9.9942e+002 9.2218e+002 8.4101e+002 7 .6236e+002 6.8622e+002 6.1260e+002 5.4150e+002 3.9913e+002 2.6988e+002 1.5375e+002 5.0736e+001 -3.9153e+001 -1.1592e+002 -1.7957e+002 -2.3010e+002 -2.6751e+002 -2.9179e+002 -2.4597e+002 -1.4871e+002 Spencer Method_Fm= 1.5543305 Applied Lambda= 0.0245 SL# Normal_M ShearMob SideRight ShearRight Phi_Angle Cohesion SideLeft ShearLeft 1 -4.5215e+001 -1.4484e+001 3.3000e+001 O.OOOOe+000 -2.0204e+003 4.9503e+001 2 4.6371e+001 2.8188e+001 3.3000e+001 4.9503e+001 -2.0092e+003 4.9230e+001 3 3.5120e+002 1.8970e+002 3.3000e+001 4.9230e+001 -1.9075e+003 4.6738e+001 4 3.4548e+002 1.8731e+002 3.3000e+001 4.6738e+001 -1.8079e+003 4.4298e+001 5 3.3976e+002 1.8492e+002 3.3000e+001 4.4298e+001 -1.7105e+003 4.1912e+001 6 3.3404e+002 1.8253e+002 3.3000e+001 4.1912e+001 -1.6153e+003 3.9579e+001 7 3.2832e+002 1.8014e+002 3.3000e+001 3.9579e+001 -1.5223e+003 3.7299e+001 8 3.2260e+002 1.7775e+002 3.3000e+001 3.7299e+001 -1.4314e+003 3.5072e+001 9 3.1688e+002 1.7536e+002 3.3000e+001 3.5072e+001 -1.3426e+003 3.2898e+001 10 3.1116e+002 1.7297e+002 3.3000e+001 3.2898e+001 -1.2561e+003 3.0777e+001 11 3.0544e+002 1.7058e+002 3.3000e+001 3.0777e+001 -1.1717e+003 2.8709e+001 12 2.9972e+002 1.6819e+002 3.3000e+001 2.8709e+001 -1.0895e+003 2.6695e+001 13 2.9400e+002 1.6580e+002 3.3000e+001 2.6695e+001 -1.0094e+003 2.4733e+001 14 2.8828e+002 1.6341e+002 3.3000e+001 2.4733e+001 -9.3154e+002 2.2825e+001 15 3.0555e+002 1.7417e+002 3.3000e+001 2.28256+001 -8.4969e+002 2.0819e+001 16 2.9885e+002 1.7137e+002 3.3000e+001 2.0819e+001 -7.7038e+002 1 . 8876e+001 17 2.9215e+002 1.6857e+002 3.3000e+001 1.88766+001 -6.93606+002 1.6995e+001 18 2.8545e+002 1.6577e+002 3.3000e+001 1.6995e+001 -6.1937e+002 1.5176e+001 19 2.7875e+002 1.6297e+002 3.3000e+001 1.5176e+001 -5.4767e+002 1.3419e+001 20 2.5774e+002 1.7156e+002 3.3000e+001 1.3419e+001 -4.0254e+002 9.8631e+000 21 2.3808e+002 1.6335e+002 3.3000e+001 9.8631e+000 -2.7079e+002 6.6349e+000 22 2.1842e+002 1.5514e+002 3.3000e+001 6.6349e+000 -1.5242e+002 3.7345e+000 23 1.9876e+002 1.4692e+002 3.3000e+001 3.7345e+000 -4.7425e+001 1.1620e+000 24 1.7910e+002 1.3871e+002 3.3000e+001 1.1620e+000 4.4186e+001 -1.0826e+000 25 1.5944e+002 1.3049e+002 3.3000e+001 1.0826e+000 1.2242e+002 -2.9995e+000 26 1.3978e+002 1.2228e+002 3.3000e+001 2.9995e+000 1.8727e+002 -4.5884e+000 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1. 5000e+002 1.5000e+002 1. 5000e+002 1.5000e+002 1.5000e+002 l.SOOOe+002 1.5000e+002 1.5000e+002 1. 5000e+002 1.5000e+002 1. 5000e+002 1.5000e+002 1.5000e+002 1. 5000e+002 1. 5000e+002 1.5000e+002 1.5000e+002 1.5000e+002 1. 5000e+002 O.OOOOe+000 2.0204e+003 - 2.0092e+003 - 1.9075e+003 - 1.8079e+003 - 1.7105e+003 - 1.6153e+003 - 1.5223e+003 - 1.4314e+003 - 1.3426e+003 - 1.2561e+003 - 1.1717e+003 - 1.0895e+003 - 1.0094e+003 - 9.3154e+002 - 8.4969e+002 - 7.7038e+002 - 6.9360e+002 - 6.1937e+002 - 5.4767e+002 - 4.02546+002 - 2.7079e+002 - 1.5242e+002 - 4.7425e+001 - -4.4186e+001 -1.2242e+002 27 1.2012e+002 1.1406e+002 3.3000e+001 4.5884e+000 2.3874e+002 -5.8496e+000 28 1.0046e+002 1.0585e+002 3.3000e+001 5.8'496e+000 2.7683e + 002 -6.7828e + 000 29 8.0801e+001 9.7636e+001 3.3000e+001 6.7828e+000 3.0154e+002 -7.3883e+000 30 -1.8658e+001 1.1033e+002 3.3000e+001 7.3883e+000 2.5409e+002 -6.2259e+000 31 -8.1055e+001 8.4261e+001 3.3000e+001 6.2259e+000 1.5358e+002 -3.7631e+000 32 -1.4345e+002 5.8191e+001 3.3000e+001 3.7631e+000 O.OOOOe+000 O.OOOOe+000 Slip_Surface_Summary Analysis Volume Act Force FOS Weight 1.5000e+002 -1.8727e+002 1.5000e+002 -2.3874e+002 1.5000e+002 -2.7683e+002 1.5000e+002 -3.0154e+002 1.5000e+002 -2.5409e+002 1.5000e+002 -1.5358e+002 Res Moment Act Moment Res Force Ordinary Method 6.7229e+001 8.0675e+003 4.5282e+005 2.9489e+005 1.5355864 Bishop Method 6.7229e+001 8.0675e+003 4.5609e+005 2.9363e+005 1.5532914 Janbu Method 6.7229e+001 8.0675e+003 4.4811e+003 2.8693e+003 1.5617318 Spencer Method 6.7229e+001 8.0675e+003 4.5630e+005 2.9357e+005 4.4801e+003 2.8704e+003 1.5543305 Reinforcement_Summary Reinforcement Active Int_X Avail BL Req_BL Int Y Used Resis Used Load 1 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Page Iof8 <?xml version="1.0" encoding="utf-8" standalone="yes" ?> M-M' With Back Cut (1.5:1) Input - <GSIData Version = "6.22"> - <Analyses Len="l"> - <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Method >Spencer</Method> <TimeIncrements /> <ExternalFiles /> <SlipDirection>RightToLeft</SlipDirection> <SideFunction SideFnType="Constant" /> <Lambda>,999</Lambda> <SortDirection>l</SortDirection> <StartingTimeStep>0</StartingTimeStep> <PWPInitialOption>Initial PWP from Water Table</PWPInitialOption> </Analysis> </Analyses> - <Coordinates> <PageCoords Units="in" PageWidth="10.5" PageHeight="8" PageXOrg = "0.8" PageYOrg = "-3.2"/> <EngCoords Units="ft" HorzScale="300" VertScale="300" XPageLeft="-20" XPageRight="242.5" YPageTop="280" YPageBottom = "80" XPageOrg="20" YPageOrg="-80" ShowGrid="true" MaxSnapDist="20" TimeUnits="Seconds" UnitWaterWeight="62.4" LatentHeat="3.34e+008" /> </Coordinates> <FileInfo FileVersion="6.22" Title="La Costa Condominiums" Comments="F.N. 23280.01" Date="9/9/2009" Time = "10:00:08 AM" /> - <Functions> - <Boundary> <Climate /> <Gas/> < Contaminant /> <StressStrain /> <Thermal /> <Hydraulic /> </Boundary> - <Material> <StressStrain /> <Contaminant /> <Thermal /> <Hydraulic /> </Material> </Functions> - <GeometryItems> - <Regions Len="4"> - <Region> <Material>4</Material> <CornerPoints>4,l,2,3</CornerPoints> <ElementThickness>l</ElementThickness> <TunnelCenter ID="0" /> <Points>l/3,4,2</Points> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.796\M-... 9/9/2009 Page 2 of 8 </Region> <Region> <Material>l</Material> <CornerPoints>8,6,5,7</CornerPoints> <ElementThickness>l</ElementThickness> <TunnelCenter ID = "0" /> <Points>6,7,8,5</Points> </Region> <Region> < Material > 3 </Material> <CornerPoints>3,5,19,4</CornerPoints> <ElementThickness>l</ElementThickness> <TunnelCenter ID="0"/> 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= "l" Regionl = "l" TargetDiv="8" ActualDiv="8" /> <Edge ID="5" Pointl = "6" Point2="7" Regionl = "2" TargetDiv="3" ActualDiv="3" /> <Edge ID="6" Pointl = "7" Point2 = "8" Regionl = "2" ActualDiv="2" /> <Edge ID="7" Pointl = "8" Point2 = "5" Regionl = "2" Region2 = "3" TargetDiv = " ActualDiv^"!" /> <Edge ID="8" Pointl = "5" Point2="6" Regionl = "2" TargetDiv="l" ActualDiv="l" /> <Edge ID = "9" Pointl = "8" Point2 = "9" Regionl = "3" TargetDiv="l" ActualDiv-"!" /> <Edge ID="10" Pointl = "9" Point2 = "10" Regionl = "3" TargetDiv="l" ActualDiv="l" /> <Edge ID="11" Pointl = "ll" Point2="19" Regionl = "3" Region2 = "4" TargetDiv="5" ActualDiv="5" /> <Edge ID="12" Pointl = "19" Point2 = "4" Regionl = "3" TargetDiv="l" ActualDiv="l" /> <Edge ID="13" Pointl = "3" Point2 = "5" Regionl = "3" TargetDiv = "l" ActualDiv="l" /> <Edge ID = "14" Pointl = "ll" Point2="12" Regionl = "4" TargetDiv = "l" ActualDiv="l" /> <Edge ID="15" Pointl = "12" Point2="13" Regionl = "4" TargetDiv^"!" ActualDiv="l" /> <Edge ID="16" Pointl = "13" Point2 = "14" Regionl = "4" TargetDiv = "l" ActualDiv="l" /> <Edge ID="17" Pointl = "14" Point2="15" Regionl = "4" TargetDiv^"!" ActualDiv="l" /> <Edge ID="18" Pointl = "15" Point2="16" Regionl = "4" TargetDiv="l" ActualDiv="l" /> <Edge ID="19" Pointl = "16" Point2 = "17" Regionl = "4" TargetDiv = "l" ActualDiv="l"/> <Edge ID="20" Pointl = "17" Point2="18" Regionl="4" ActualDiv="2" /> <Edge ID="21" Pointl = "18" Point2="19" Regionl = "4" ActualDiv="2" /> <Edge ID="22" Pointl="10" Point2="ll" Regionl="3" TargetDiv="3" ActualDiv="3" /> </Edges> </GeometryItems> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.796\M-... 9/9/2009 Page 4 of 8 <Materials Len = " - <Material> <Color>RGB=128,128,255</Color> <Description> Landslide debris</Description> <StressStrain UnitWeight="120" Cohesion = "460" Phi </Material> - <Material> <Description>Fill</Description> <StressStrain UnitWeight="120" Cohesion="250" Phi="33" </Material> <Material> <Color>RGB=128,255,255</Color> < Description >Claystone</Description> <StressStrain UnitWeight="120" Cohesion = "300" Phi = "25" </Material> <Material> <Color>RGB=128,255,128</Color> < Description >Sandstone</Description> <StressStrain UnitWeight="120" Cohesion = "600" Phi = "35" </Material> </Materials> <MeshItems /> <PointDisplay Len="33"> <Point ID="1" Value="l" /> <Point ID="2" Value="l" /> <Point ID="3" Value="l" /> <Point ID = "4" Value = "l" /> <PointID = "5" Value = "l" /> <PointID="6" Value-"!" /> <Point ID="7" Value = "l" /> <Point ID="8" Value = "l" /> <Point ID="9" Value = "l" /> <Point ID = "10" Value = "l" /> <Point ID="11" Value = "l" /> <Point ID="12" Value = "l" /> <Point ID="13" Value = "l" /> <Point ID="14" Value = "l" /> <Point ID = "15" Value = "l" /> <Point ID="16" Value = "l" /> <Point ID="17" Value = "l" /> <Point ID="18" Value = "l" /> <Point ID="19n Value="l" /> <Point ID="20" Value = "l" /> <Point ID="21" Value = "l" /> <Point ID="22" Value = "l" /> <Point ID = "23" Value = "l" /> <Point ID="24" Value = "l" /> <Point ID = "25" file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.796\M-... 9/9/2009 Page 5 of 8 <Point ID="26" Value = "l" /> <Point ID="27" Value = "l" /> <Point ID="28" Value = "l" /> <Point ID="29" Value = "l" /> <Point ID="30" Value = "l" /> <Point ID="31" Value = "l" /> <Point ID="32" Value="l" /> <Point ID="33" Value = "l" /> </PointDisplay> <QuakeItems> - <EarthquakeRecords> - <Vertical> - <Records Len="l"> < Record ID="0" /> </Records> </Vertical> - <Horizontal> - < Records Len = "l"> <Record ID = "On /> </Records> </Horizontal> </EarthquakeRecords> </QuakeItems> <SketchItems> <AxisScales XInc="24" YInc="15" Top="240" Right="240" Bottom = "90" /> <AxisOptions ShowLeftAxis="true" ShowBottomAxis="true" ShowLabels="true" YAxisTitle= "Elevation (feet)" /> - <SkTexts Len="8"> - <SkText> <X>173.07988</X> <Y>96.1393</Y> <Height>-10</Height> <FontInfo Height="-29" OutPrecision = "3" ClipPrecision = "2" Quality="l" PitchAndFamily="34" FaceName="Arial" /> <Text>{FileInfo.Title} {Filelnfo. Comments} File Name {Filelnfo. Filename} </Text> </SkText> <SkText> <X>5.28188</X> <Y>186.53268</Y> <Height>-10</Height> <FontInfo Height="-29" OutPrecision = "3" ClipPrecision="2" Quality="l" PitchAndFamily="34" FaceName="Arial" /> <Text>{REPORT(RECORDS(Materials), COMMONFIELDS(LIST (StressStrain.SlopeModel, StressStrain.UnitWeight, StressStrain.PiezLineNum)), withLabel)}</Text> </SkText> <SkText> <Layer>0</Layer> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.796\M-... 9/9/2009 Page 6 of 8 <X>0</X> <Y>0</Y> <FontInfo Height="0" Weight="0" ClipPrecision = "0" Quality="0" FaceName="" /> </SkText> <SkText> <Layer>0</Layer> <X>0</X> <Y>0</Y> <FontInfo Height="0" Weight="0" ClipPrecision="0" Quality="0" FaceName="" /> </SkText> <SkText> <X>1.57325999999998</X> <Y>129.98688</Y> <Height>-12</Height> <FontInfo Height="-35" FaceName="Arial" /> <Text>{REPORT(Materials[l], COMMONFIELDS(LIST(Description, StressStrain. SlopeModel, StressStrain.UnitWeight, StressStrain. Cohesion, StressStrain.Phi, StressStrain.PiezLineNum)), withLabel)}</Text> </SkText> <SkText> <Layer>0</Layer> <X>0</X> <Y>0</Y> <FontInfo Height="0" Weight="0" ClipPrecision="0" Quality="0" FaceName="" /> </SkText> <SkText> <X>198.84823</X> <Y>159.16705</Y> <Height>-12</Height> <FontInfo Height="-35" FaceName="Arial" /> <Text>{REPORT(Materials[3], COMMONFIELDS(LIST(Description, StressStrain.SlopeModel, StressStrain.UnitWeight, StressStrain. Cohesion, StressStrain.Phi, StressStrain.PiezLineNum)), withLabel)}</Text> </SkText> <SkText> <X>198.53944</X> <Y>173.02379</Y> <Height>-12</Height> <FontInfo Height="-35" FaceName="Arial" /> <Text>{REPORT(Materials[4], COMMONFIELDS(LIST(Description, StressStrain. SlopeModel, StressStrain.UnitWeight, StressStrain. Cohesion, StressStrain.Phi, StressStrain.PiezLineNum)), withLabel)}</Text> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.796\M-... 9/9/2009 Page 7 of 8 </SkText> </SkTexts> - <Images Len="l"> <Image FileName = "OBJECT" /> </Images> </SketchItems> <SlopeItems> - <SlipSurfaceBlock> <LeftGrid Angiel = "135" Angle2 = "135" /> <RightGrid Anglel = "45" Angle2 = "45" /> </SlipSurfaceBlock> <SlipSurfaceLimit YLeft="130" XRight="240" YRight="220" /> <SlipSurfaceRadius PointUL="30" PointUR="31" PointLL="33" Pointl_R="32" Numlnc="20" Pointl_eftCorner="33" PointRightCorner="31" /> - <SlipEntryExit> <LeftSideLeftPt ID="0" /> <LeftSideRightPt ID="0" /> <RightSideLeftPt ID = "0" /> <RightSideRightPt ID = "0" /> </SlipEntryExit> <SlipSurfaceGrid PointUL="27" PointLL="28" PointLR="29" NumXInc="10" NumYInc="10" ArrowCorner="UpperRight" /> - <TensionCrack> <UnitWaterWeight>62.4</UnitWaterWeight> - <Points Len="l"> <Point /> </Points> </TensionCrack> </SlopeItems> <StructuralItems /> <View> - <Window> <Base X-"353" Y="-1658" /> <Zoom>0.85</Zoom> </Window> <Preferences Layers="3" Points="false" Regions="false" PointNumbers="false" RegionNumbers="false" RegionColor="true" GroundSurfaceLine="true" Nodes="true" Elements="true" InfiniteElements="true" ElementColor="true" IModelMumbers="true" ElementNumbers="false" Sketchltems="true" Pictures="true" Axis="true" MaterialBoundaries="false" PWP="true" SlipSurfaces="true" LineLoads="true" Reinforcement="true" PressureLines="true" PressureLineShading="true" TensionCrackLine="false" TensionCrackShading = "false" SlipSurfaceShading="true" SlipSurfaceSlices="true" SlipSurfaceColor="RGB=0,255,0" SlipSurfaceLineThickness="l" MultipleSlipSurfaces="false" NumSlipSurfaces="0" SigFiguresFofS="4" AnalysisMethod="2" AIIFofSValues="false" SafetyMap="false" FluxSections="true" Particles="true" InitialConditions="true" BoundaryConditions="true" InitialWaterTable="true" CoverDetail="true" TimeStep="l" Body Load = "true" StructuralElements="true" TrussElements="true" HistoryPoints="true" Vectors="true" Contours="true" ContourShading = "true" ContourInfiniteElements="true" TransientContours="true" TransientContourType="Pressure" FlowPath="true" FluxType="0" ParticleShading = "false" Deformation = "true" file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.796\M-... 9/9/2009 Page 8 of 8 DeformationShading = "false" YieldConditions="false" TimeStepNumbers="false" - <Font> <FontInfo FaceName="Arial" /> <NodeNumberSize>6</NodeNumberSize> <ElementNumberSize>6</ElementNunnberSize> <AxisSize>10</AxisSize> <PointNumberSize>10</PointNumberSize> <RegionNumberSize>12</RegionNumberSize> </Font> <AnalysisLastViewed>SLOPE/W</AnalysisLastViewed> </View> </GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.796\M-... 9/9/2009 La Costa Condominiums F.N. 23280.01 DATESTAMP 9/9/2009 TIMESTAMP 10:00:08 AM M-M' With Back Cut (1.5:1) Output Center_X Center_Y Radius Slip_Surface Method 6.098700e+001 2.743030e+002 1. 511637e + 002 2141 2 Y_R_TopSL# X_Left Y_L_Top Y_L_Bottom X_Right Y_R_Bottom Mid_Height Base_Length 1 5.768619e+001 1. 231752e + 002 1. 231752e + 002 1.231482e + 002 1. 757802e + 000 4.947511e+000 2 6.263340e+001 1.266233e+002 1.231482e + 002 1.232831e + 002 5 .151955e + 000 4.949277e+000 3 6.758062e + 001 1.300713e + 002 1.232831e + 002 1.235804e+002 8 . 383973e + 000 4.956366e+000 4 7.2527836 + 001 1.335194e + 002 1.235804e+002 1.240411e+002 1.145316e+001 4.968847e+000 5 7.747505e+001 1.369675e + 002 1. 240411e+002 1.246667e + 002 1. 435828e+001 4.986842e + 000 6 8.2422276 + 001 1. 404155e+002 1. 246667e+002 1.254593e+002 1.709754e+001 5.010532e+000 7 8.736948e + 001 1. 438636e+002 1. 254593e+002 1.264216e+002 1.966857e + 001 5 . 040159e+000 8 9.231670e + 001 1. 473116e+002 1.264216e+002 1.275568e+002 2.206836e+001 5.076033e+000 9 9.726392e+001 1.507597e+002 1.275568e+002 1.288691e+002 2.429322e+001 5.118545e+000 10 1.022111e + 002 1.542078e+002 1.288691e+002 1.303632e+002 2.633873e+001 5.168177e+000 11 1.0715846 + 002 1.5765586+002 1.303632e + 002 1.320450e+002 2.819960e+001 5.225516e+000 12 1.121056e+002 1.611039e+002 1.320450e+002 1.339211e+002 2.986963e+001 5.291282e+000 13 1.170528e+002 1.645519e+002 1.339211e+002 1.359995e+002 3.134149e+001 5.366350e+000 14 1.220000e+002 1.680000e+002 1.359995e+002 1.383151e+002 3.2620396+001 5.510456e+000 15 1.270000e+002 1. 715000e+002 1. 383151e+002 1.408579e+002 3.369270e+001 5.609798e+000 16 1.320000e+002 1.750000e+002 1.408579e+002 1.436414e+002 3.453133e+001 5.722906e+000 17 1.370000e+002 1.785000e+002 1.436414e+002 1.466812e+002 3.512182e+001 5.851904e+000 18 1.4200006 + 002 1. 820000e+002 1. 466812e+002 1.514041e+002 3.7028456+001 8.445385e+000 19 1.490000e + 002 1.900000e+002 1. 51404le+002 1.546261e+002 3.868161e+001 5.400157e+000 20 1.533333e+002 1.933333e+002 1.546261e+002 1.580987e+002 3.867032e+001 5.553384e+000 21 1.576667e + 002 1.966667e+002 1.580987e + 002 1.618451e+002 3.839732e+001 5.728667e+000 6.263340e+001 6.758062e+001 7.252783e+001 7.7475056+001 8.242227e+001 8.736948e+001 9.231670e+001 9.7263-926+001 1.022111e+002 1.071584e+002 1.121056e+002 1.170528e+002 1.220000e+002 1.270000e+002 1.320000e+002 1.370000e+002 1.420000e+002 1.490000e+002 1.533333e+002 1.576667e+002 1.620000e+002 1.266233e+002 1.300713e+002 1.335194e+002 1.369675e+002 1.404155e+002 1.438636e+002 1.473116e+002 1.507597e+002 1.542078e+002 1.576558e+002 1.611039e+002 1.645519e+002 1.680000e+002 1.715000e+002 1.750000e+002 1.785000e+002 1.820000e+002 1.900000e+002 1.933333e+002 1.966667e+002 2.000000e+002 22 1.620000e+002 2.OOOOOOe+002 1.618451e+002 1.680000e+002 3.678293e+001 8.922712e+000 23 1.684582e+002 2.032291e+002 1.680000e+002 1.717042e+002 3.429387e+001 5.125218e+000 24 1.720000e+002 2.050000e+002 1.717042e+002 1.770954e+002 3.228976e+001 7.185888e+000 25 1.767500e+002 2.082500e+002 1.770954e+002 1.830506e+002 2.987894e+001 7.618342e+000 26 1.815000e+002 2.115000e+002 1.830506e+002 1.896888e+002 2.684995e+001 8.163619e+000 27 1.862500e+002 2.147500e+002 1.896888e+002 1.971863e+002 2.305914e+001 8.876746e+000 28 1.910000e+002 2.180000e+002 1.971863e+002 2.083422e+002 1.651560e+001 1.267078e+001 29 1.970000e+002 2.200000e+002 2.083422e+002 2.200000e+002 6.163710e+000 1.271227e+001 1.684582e+002 1.720000e+002 1.7675006+002 1.815000e+002 1.862500e+002 1.910000e+002 1.970000e+002 2.020598e+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 0,0000e+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 P Load X 2.032291e+002 2. 050000e+002 2. 082500e+002 2. 115000e+002 2.147500e+002 2.180000e+002 2.200000e+002 2.200000e+002 P Load Y O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 .OOOOe + 000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore Water Alpha Force Fn . Pore Air Phi B Liquified 1 1.0435e+003 O.OOOOe+000 -3.1342e-001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 3.0585e+003 O.OOOOe+000 1.5622e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 4.9773e+003 O.OOOOe+000 3.4395e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 6.7994e+003 O.OOOOe+000 5.3204e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 8.5240e+003 O.OOOOe+000 7.2072e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 1.0150e+004 O.OOOOe+000 9.1019e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 1.1677e+004 O.OOOOe+000 1.1007e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 1.3101e+004 O.OOOOe+000 1.2924e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 1.4422e+004 O.OOOOe+000 1.4856e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 1.5636e+004 O.OOOOe+000 1.6805e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 1.6741e+004 O.OOOOe+000 1.8775e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 1.7733e+004 O.OOOOe+000 2.0768e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 1.8606e+004 O.OOOOe+000 2.2788e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 1.9572e+004 O.OOOOe+000 2.4849e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 2.0216e+004 O.OOOOe+000 2.6957e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic_F Seismic Y O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 16 2.0719e+004 O.OOOOe+000 2.9104e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 2.1073e+004 O.OOOOe+000 3.1298e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 3.1104e+004 O.OOOOe+000 3.4008e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 2.0114e+004 O.OOOOe+000 3.6632e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 2.0109e+004 O.OOOOe+000 3.8707e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 1.9967e+004 O.OOOOe+000 4.0846e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 2.8506e+004 O.OOOOe+000 4.3622e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 1.4575e+004 O.OOOOe+000 4.6285e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 1.8405e+004 O.OOOOe+000 4.8618e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 1.7031e+004 O.OOOOe+000 5.1423e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 1.5304e+004 O.OOOOe+000 5.4414e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 1.3144e+004 O.OOOOe+000 5.7644e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 1.1891e+004 O.OOOOe+000 6.1727e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 3.7425e+003 O.OOOOe+000 6.6538e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.1351199 Applied SL# Normal M ShearMob Phi Angle 1 1.0435e+003 1.7363e+003 2.5000e+001 2 3.0574e+003 2.5640e+003 2.5000e+001 3 4.9683e+003 3.3509e+003 2.5000e+001 4 6.7701e+003 4.0944e+003 2.5000e+001 5 8.4567e+003 4.7920e+003 2.5000e+001 6 1.0022e+004 5.4414e+003 2.5000e+001 7 1.1462e+004 6.0406e+003 2.5000e+001 8 1.2769e+004 6.5872e+003 2.5000e+001 9 1.3940e+004 7.0793e+003 2.5000e+001 10 1.4969e+004 7.5150e+003 2.5000e+001 11 1.5850e+004 7.8924e+003 2.5000e+001 12 1.6580e+004 8.2096e+003 2.5000e+001 13 1.7154e+004 8.4652e+003 2.5000e+001 14 1.7760e+004 8.7522e+003 2.5000e+001 15 1.8019e+004 8.8849e+003 2.5000e+001 16 1.8103e+004 8.9491e+003 2.5000e+001 17 1.8006e+004 8.9437e+003 2.5000e+001 18 2.5784e+004 1.2824e+004 2.5000e+001 19 1.6142e+004 8.0582e+003 2.5000e+001 20 1.5692e+004 7.9139e+003 2.5000e+001 21 1.5104e+004 7.7189e+003 2.5000e+001 22 2.0636e+004 1.0835e+004 2.5000e+001 23 1.0073e+004 8.9225e+003 3.5000e+001 24 1.2167e+004 1.1304e+004 3.5000e+001 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 Lambda= 0.0000 Cohesion 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 25 1.0620e+004 1.0578e+004 3.5000e+001 26 8.9060e+003 9.8088e+003 3.5000e+001 27 7.0343e+003 9.0312e+003 3.5000e+001 28 5.6325e+003 1.0172e+004 3.5000e+001 29 1.4900e+003 7.6386e+003 3.5000e+001 Bishop_Method_Fm= 1.1889398 Applied SL# Normal_M ShearMob Phi Angle SideRight ShearRight 1 1.0526e+003 1.6612e+003 2.5000e+001 O.OOOOe+000 -1.7331e+003 O.OOOOe+000 2 2.9939e+003 2.4230e+003 2.5000e+001 O.OOOOe+000 -4.1674e+003 O.OOOOe+000 3 4.7988e+003 3.1327e+003 2.5000e+001 O.OOOOe+000 -7.1251e+003 O.OOOOe+000 4 6.4769e+003 3.7941e+003 2.5000e+001 O.OOOOe+000 -1.0443e+004 O.OOOOe+000 5 8.0366e+003 4.4103e+003 2.5000e+001 O.OOOOe+000 -1.3971e+004 O.OOOOe+000 6 9.4845e+003 4.9842e+003 2.5000e+001 O.OOOOe+000 -1.7571e+004 O.OOOOe+000 7 1.0827e+004 5.5180e+003 2.5000e+001 O.OOOOe+000 -2.1118e+004 O.OOOOe+000 8 1.2068e+004 6.0138e+003 2.5000e+001 O.OOOOe+000 -2.4494e+004 O.OOOOe+000 9 1.3211e+004 6.4730e+003 2.5000e+001 O.OOOOe+000 -2.7593e+004 O.OOOOe+000 10 1.4260e+004 6.8968e+003 2.5000e+001 O.OOOOe+000 -3.0318e+004 O.OOOOe+000 11 1.5216e+004 7.2862e+003 2.5000e+001 O.OOOOe+000 -3.2581e+004 O.OOOOe+000 12 1.6079e+004 7.6415e+003 2.5000e+001 O.OOOOe+000 -3.4302e+004 O.OOOOe+000 13 1.6851e+004 7.9629e+003 2.5000e+001 O.OOOOe+000 -3.5410e+004 O.OOOOe+000 14 1.7723e+004 8.3413e+003 2.5000e+001 O.OOOOe+000 -3.5845e+004 O.OOOOe+000 15 1.8324e+004 8.6021e+003 2.5000e+001 O.OOOOe+000 -3.5538e+004 O.OOOOe+000 16 1.8821e+004 8.8256e+003 2.5000e+001 O.OOOOe+000 -3.4444e+004 O.OOOOe+000 17 1.9208e+004 9.0099e+003 2.5000e+001 O.OOOOe+000 -3.2533e+004 O.OOOOe+000 18 2.8563e+004 1.3334e+004 2.5000e+001 O.OOOOe+000 -2.8179e+004 O.OOOOe+000 19 1.8643e+004 8.6744e+003 2.5000e+001 O.OOOOe+000 -2.4405e+004 O.OOOOe+000 20 1.8775e+004 8.7648e+003 2.5000e+001 O.OOOOe+000 -1.9911e+004 O.OOOOe+000 21 1.8802e+004 8.8195e+003 2.5000e+001 O.OOOOe+000 -1.4714e+004 O.OOOOe+000 22 2.7141e+004 1.2896e+004 2.5000e+001 O.OOOOe+000 -5.98886+003 O.OOOOe+000 23 1.1403e+004 9.3021e+003 3.5000e+001 O.OOOOe+000 -4.5786e+003 O.OOOOe+000 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 Lambda= 0.0000 Cohesion 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 SideLeft ShearLeft 0. 1. 4 . 7. 1. 1. 1. 2. 2. 2. 3. 3. 3. 3. 3. 3. 3. 3. 2. 2. 1. 1. 5. OOOOe+000 7331e+003 1674e+003 1251e+003 0443e+004 3971e+004 7571e+004 1118e+004 4494e+004 7593e+004 0318e+004 2581e+004 4302e+004 5410e+004 5845e+004 5538e+004 4444e+004 2533e+004 8179e+004 4405e+004 ,9911e+004 ,4714e+004 ,9888e+003 24 1.4255e+004 1.2021e+004 3.5000e+001 O.OOOOe+000 -2.3774e+003 O.OOOOe+000 25 1.2974e+004 1.1485e+004 3.5000e+001 O.OOOOe+000 4.7889e+001 O.OOOOe+000 26 1.1303e+004 1.0777e+004 3.5000e+001 O.OOOOe+000 2.4115e+003 O.OOOOe+000 27 9.0976e+003 9.8375e+003 3.5000e+001 O.OOOOe+000 4.2831e+003 O.OOOOe+000 28 6.3462e+003 1.0132e+004 3.5000e+001 O.OOOOe+000 4.4504e+003 O.OOOOe+000 29 -2.2620e+003 5.0831e+003 3.5000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 6.0000e+002 4.5786e+003 6.0000e+002 2.3774e+003 6.0000e+002 -4.7889e+001 6.0000e+002 -2.4115e+003 6.0000e+002 -4.2831e+003 6.0000e+002 -4.4504e+003 Janbu_Method_Ff= 1.1351828 SL# Normal_F ShearMob SideRight ShearRight Applied_Lambda= 0.0000 Phi_Angle Cohesion SideLeft ShearLeft 1 1.0530e+003 1.7401e+003 2.5000e+001 O.OOOOe+000 -1.7331e+003 O.OOOOe+000 2 2.9910e+003 2.5366e+003 2.5000e+001 O.OOOOe+000 -4.1674e+003 O.OOOOe+000 3 4.7907e+003 3.2778e+003 2.5000e+001 O.OOOOe+000 -7.1251e+003 O.OOOOe+000 4 6.4620e + 003 3.9676e+003 2.5000e+'001 O.OOOOe+000 -1.0443e+004 O.OOOOe+000 5 8.0133e+003 4.6096e+003 2.5000e+001 O.OOOOe+000 -1.3971e+004 O.OOOOe+000 6 9.4517e+003 5.2067e+003 2.5000e+001 O.OOOOe+000 -1.7571e+004 O.OOOOe+000 7 1.0783e+004 5.7614e+003 2.5000e+001 O.OOOOe+000 -2.1118e+004 O.OOOOe+000 8 1.2012e+004 6.2758e+003 2.5000e+001 O.OOOOe+000 -2.4494e+004 O.OOOOe+000 9 1.3143e+004 6.7516e+003 2.5000e+001 O.OOOOe+000 -2.7593e+004 O.OOOOe+000 10 1.4179e+004 7.1900e+003 2.5000e+001 O.OOOOe+000 -3.0318e+004 O.OOOOe+000 11 1.5120e+004 7.5920e+003 2.5000e+001 O.OOOOe+000 -3.2581e+004 O.OOOOe+000 12 1.5969e+004 7.9581e+003 2.5000e+001 O.OOOOe+000 -3.4302e+004 O.OOOOe+000 13 1.6725e+004 8.2886e+003 2.5000e+001 O.OOOOe+000 -3.5410e+004 O.OOOOe+000 14 1.7580e+004 8.6778e+003 2.5000e+001 O.OOOOe+000 -3.5845e+004 O.OOOOe+000 15 1.8165e+004 8.9442e+003 2.5000e+001 O.OOOOe+000 -3.5538e+004 O.OOOOe+000 16 1.8645e+004 9.1714e+003 2.5000e+001 O.OOOOe+000 -3.4444e+004 O.OOOOe+000 17 1.9015e+004 9.3575e+003 2.5000e+001 O.OOOOe+000 -3.2533e+004 O.OOOOe+000 18 2.8254e+004 1.3838e+004 2.5000e+001 O.OOOOe+000 -2.8179e+004 O.OOOOe+000 19 1.8426e+004 8.9960e+003 2.5000e+001 O.OOOOe+000 -2.4405e+004 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 O.OOOOe+000 1.7331e+003 4.16746+003 7.1251e+003 1.0443e+004 1.3971e+004 1.7571e+004 2.1118e+004 2.4494e+004 2.7593e+004 3.0318e+004 3.2581e+004 3.4302e+004 3.5410e+004 3.5845e+004 3.5538e+004 3.4444e+004 3.2533e+004 2.8179e+004 20 1.8543e+004 9.0845e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -1.9911e+004 O.OOOOe+000 21 1.8554e+004 9.1356e+003 2.5000e+001 3.0000e+002 O.OOOOe+000 -1.4714e+004 O.OOOOe+000 22 2.6752e+004 1.3347e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -5.9888e+003 O.OOOOe+000 23 1.1143e+004 9.5822e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 -4.5786e+003 O.OOOOe+000 24 1.3902e+004 1.2373e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -2.3774e+003 O.OOOOe+000 25 1.2617e+004 1.1809e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 4.7889e+001 O.OOOOe+000 26 1.0947e+004 1.1067e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 2.4115e+003 O.OOOOe+000 27 8.7512e+003 1.0090e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 4.2831e+003 O.OOOOe+000 28 5.9598e+003 1.0373e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 4.4504e+003 O.OOOOe+000 29 -2.4750e+003 5.1924e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 2.4405e+004 1.9911e+004 1.4714e+004 5.9888e+003 4.5786e+003 2.3774e+003 -4.7889e+001 -2.4115e+003 -4.2831e+003 -4.4504e+003 Spencer_Method_Fm= 1.1828509 Applied_Lambda= -0.4614 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft SideRight ShearRight ShearLeft 1 2.0013e+003 2.0438e+003 2.5000e+001 O.OOOOe+000 -2.0515e+003 -9.4651e+002 2 4.2824e+003 2.9435e+003 2.5000e+001 9.4651e+002 -4.8745e+003 -2.2490e+003 3 6.3139e+003 3.7461e+003 2.5000e+001 2.2490e+003 -8.2338e+003 -3.7990e+003 4 8.1234e+003 4.4627e+003 2.5000e+001 3.7990e+003 -1.1924e+004 -5.5017e+003 5 9.7339e+003 5.1021e+003 2.5000e+001 5.5017e+003 -1.5767e+004 -7.2747e+003 6 1.1165e+004 5.6721e+003 2.5000e+001 7.2747e+003 -1.9605e+004 -9.0455e+003 7 1.2431e+004 6.1790e+003 2.5000e+001 9.0455e+003 -2.3302e+004 -1.0751e+004 8 1.3548e+004 6.6282e+003 2.5000e+001 1.0751e+004 -2.6738e+004 -1.2336e+004 9 1.4524e+004 7.0240e+003 2.5000e+001 1.2336e+004 -2.9809e+004 -1.3754e+004 10 1.5371e+004 7.3702e+003 2.5000e+001 1.37546+004 -3.24286+004 -1.4962e+004 11 1.6093e+004 7.6698e+003 2.5000e+001 1.4962e+004 -3.4517e+004 -1.5926e+004 12 1.6699e+004 7.9250e+003 2.5000e+001 1.5926e+004 -3.6014e+004 -1.6616e+004 13 1.7190e+004 8.1378e+003 2.5000e+001 1.6616e+004 -3.6867e+004 -1.7010e+004 14 1.7764e+004 8.4006e+003 2.5000e+001 1.7010e+004 -3.7033e+004 -1.7087e+004 15 1.8047e+004 8.5375e+003 2.5000e+001 1.7087e+004 -3.6470e+004 -1.6827e+004 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.00006+002 O.OOOOe+000 2.0515e+003 4 .8745e+003 8.2338e+003 1 .1924e+004 1.5767e+004 1.9605e+004 2.3302e+004 2.6738e+004 2.9809e+004 3.2428e+004 3.4517e+004 3.6014e+004 3.6867e+004 3.7033e+004 16 1.8217e+004 8.6329e+003 2.5000e+001 1.6827e+004 -3.5161e+004 -1.6223e+004 17 1.8269e+004 8.6864e+003 2.5000e+001 1.6223e+004 -3.3100e+004 -1.5272e+004 18 2.6567e+004 1.2615e+004 2.5000e+001 1.5272e+004 -2.8707e+004 -1.3245e+004 19 1.6972e+004 8.0602e+003 2.5000e+001 1.3245e+004 -2.5051e+004 -1.1558e+004 20 1.6818e+004 8.0386e+003 2.5000e+001 1.1558e+004 -2.0806e+004 -9.5996e+003 21 1.6565e+004 7.9833e+003 2.5000e+001 9.5996e+003 -1.6005e+004 -7.3843e+003 22 2.3418e+004 1.1495e+004 2.5000e+001 7.3843e+003 -8.1463e+003 -3.7586e+003 23 1.0705e+004 8.9365e+003 3.5000e+001 3.7586e+003 -6.5863e+003 -3.0388e+003 24 1.3206e+004 1.1462e+004 3.5000e+001 3.0388e+003 -4.2527e+003 -1.9621e+003 25 1.1842e+004 1.0875e+004 3.5000e+001 1.9621e+003 -1.7665e+003 -8.1505e+002 26 1.0192e+004 1.0175e+004 3.5000e+001 8.1505e+002 6.1868e+002 2.8545e+002 27 8.1655e+003 9.3364e+003 3.5000e+001 2.8545e+002 2.5445e+003 1.1740e+003 28 5.9933e+003 9.9751e+003 3.5000e+001 1.1740e+003 3.1277e+003 1.4431e+003 29 -7.7399e+002 5.9901e+003 3.5000e+001 1.4431e+003 O.OOOOe+000 O.OOOOe+000 Slip Surface Summary Analysis Volume Weight Act Force FOS Ordinary Method 3.6495e+003 4.3794e+005 1.1351199 Bishop Method 3.6495e+003 4.3794e+005 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 Res Moment 3.8454e+007 4.0277e+007 3. 6470e+004 3.5161e+004 3.3100e+004 2.8707e+004 2.5051e+004 2.0806e+004 1. 6005e + 004 8.1463e+003 6.5863e+003 4 .2527e+003 1.7665e+003 -6.1868e+002 - -2.5445e+003 - -3.1277e+003 - Act Moment Res Force 3.3876e+007 3.3876e+007 1.1889398 Janbu Method 3.6495e+003 4.3794e+005 2.0871e+005 1.8386e+005 1.1351828 Spencer Method 3.6495e+003 4.3794e+005 2.1131e+005 1.7861e+005 1.1828509 4.0071e+007 3.3876e+007 Page 1 of 8 <?xml version="1.0" encoding="utf-8" standalone="yes" ?> M-M' with Backfill Input - <GSIData Version = "6.22"> - <Analyses Len="l"> - <Analysis> <Name>SLOPE/W</Name> <Kind>SLOPE</Kind> < Method >Spencer</Method> <TimeIncrements /> <ExternalFiles /> <SlipDirection>RightToLeft</SlipDirection> <SideFunction SideFnType="Constant" /> < Lambda >,999</Lambda> <SortDirection>l</SortDirection> <StartingTimeStep>0</StartingTimeStep> <PWPInitialOption>Initial PWP from Water Table</PWPInitialOption> </Analysis> </Analyses> - <Coordinates> <PageCoords Units="in" PageWidth="10.5" PageHeight="8" PageXOrg = "0.8" PageYOrg="-3.4" 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Regionl = "5" TargetDiv = "l" ActualDiv="l" /> <Edge ID = "23" Pointl = "20" Point2="21" Regionl = "5" ActualDiv="2" <Edge ID="24" Pointl = "21" Point2 = "12" Regionl = "5" ActualDiv = "2" <EdgeID="25" Pointl = "10" Point2="ll" Regionl = "3" Region2 = "5" TargetDiv="3" ActualDiv="3" /> </Edges> </GeometryItems> <Materials Len = "4"> - <Material> <Color>RGB=128/128,255</Color> < Description >Landslide debris</Description> <StressStrain UnitWeight="120" Cohesion="460" Phi="10" </Material> - <Material> < Description > Fill </Description> <StressStrain UnitWeight="120" Cohesion = "250" Phi = "33" </Material> - <Material> <Color>RGB = 128/255,255</Color> < Description >Claystone</Description> <StressStrain UnitWeight="120" Cohesion = "300" Phi = "25" </Material> - <Material> <Color>RGB=128,255,128</Color> < Description >Sandstone</Description> <StressStrain UnitWeight="120" Cohesion="600" Phi="35" </Material> </Materials> <MeshItems /> <PointDisplay Len = "28"> <Point ID="1" Value-"!" /> <Point ID="2" Value="l" /> <Point ID="3" Value = "l" /> <Point ID = "4" Value = "l" /> <Point ID="5" Value="l" /> <Point ID="6" Value-"!" /> <Point ID="7" Value="l" /> <Point ID="8" Vaiue="l" /> <Point ID="9" Value="l" /> <Point ID="10" Value="l" /> <Point ID="11" Value = "l" /> <Point ID="12" Value = "l" /> <Point ID="13" Value="l" /> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\M-... 9/9/2009 Page 5 of 8 <Point ID="14" Value-"!" /> <Point ID="15" Value-"!" /> <Point ID="16" Value = "l" /> <Point ID="17" Value-"!" /> <Point ID="18" Value-"!" /> <Point ID="19" Value="l" /> <Point ID = "20" Value-"!" /> <Point ID="21" Value-"!" /> <Point ID="22" Value = "l" /> <Point ID="23" Value-"!" /> <Point ID="24" Value-"!" /> <Point ID="25" Value = "l" /> <Point ID="26" Value-"!" /> <Point ID="27" Value-"!" /> <Point ID="28" Value-"!" /> </PointDisplay> <QuakeItems> - <EarthquakeRecords> - <Vertical> - <Records Len-"l"> <Record ID-"0" /> </Records> </Vertical> - <Horizontal> - <Records Len = "l"> <Record ID-"0" /> </Records> </Horizontal> </EarthquakeRecords> </QuakeItems> <SketchItems> <AxisScales XInc="24" YInc="15" Top="240" Right="240" Bottom-"90" /> <AxisOptions ShowLeftAxis="true" ShowBottomAxis-"true" ShowLabels-"true" YAxisTitle="Elevation (feet)" /> - <SkTexts Len-"8"> - <SkText> <X>178.7152K/X> <Y>94.71117</Y> <Height>-10</Height> <FontInfo Height="-29" OutPrecision = "3" ClipPrecision = "2" Quality-"!" PitchAndFamily-"34" FaceName="Arial" /> <Text>{FileInfo. Title} {Filelnfo. Comments} File Name {Filelnfo. Filename} </Text> </SkText> - <SkText> <X>5.28188</X> <Y>196.72258</Y> <Height>-10</Height> <FontInfo Height-"-29" OutPrecision-"3" ClipPrecision="2" Quality-"!" PitchAndFamily-"34" FaceName-"Arial" /> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\M-... 9/9/2009 Page 6 of 8 <Text>{REPORT(RECORDS(Materials), COMMONFIELDS(LIST (StressStrain.SlopeModel, StressStrain.UnitWeight, StressStrain.PiezLineNum)), withLabel)}</Text> </SkText> <SkText> <Layer>0</Layer> <X>0</X> <Y>0</Y> <FontInfo Height="0" Weight="0" ClipPrecision="0" Quality="0" FaceName="" /> </SkText> <SkText> <Layer>0</Layer> <X>0</X> <Y>0</Y> <FontInfo Height="0" Weight="0" ClipPrecision = "0" Quality="0" FaceName="" /> </SkText> <SkText> <X>0.646909999999991</X> <Y>128.36577</Y> <Height>-12</Height> <FontInfo Height="-35" FaceName = "Arial" /> <Text>{REPORT(Materials[l], COMMONFIELDS(LIST(Description, StressStrain.SlopeModel, StressStrain.UnitWeight, StressStrain. 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Cohesion, StressStrain.Phi, StressStrain.PiezLineNum)), with Label) }</Text> </SkText> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\M-... 9/9/2009 Page 7 of 8 - <SkText> <X>205.91168</X> <Y>172.48342</Y> <Height>-12</Height> <FontInfo Height="-35" FaceName = "Arial" /> <Text>{REPORT(Materials[4], COMMONFIELDS(LIST(Description, StressStrain.SlopeModel, StressStrain.UnitWeight, StressStrain. Cohesion, StressStrain.Phi, StressStrain.PiezLineNum)), withLabel)}</Text> </SkText> </SkTexts> - <Images Len="l"> <Image FileName="OBJECT" /> </Images> </SketchItems> - <SlopeItems> - <SlipSurfaceBlock> <LeftGrid Anglel = "135" Angle2 = "135" /> <RightGrid Anglel = "45" Angle2="45" /> </SlipSurfaceBlock> <SlipSurfaceLimit YLeft="130" XRight="240" YRight="220" /> <SlipSurfaceRadius PointUL="22" PointUR="23" PointLL="32" PointLR="31" Numlnc="20" PointLeftCorner="32" PointRightCorner="23" /> - <SlipEntryExit> <LeftSideLeftPt ID = "0" /> <LeftSideRightPt ID = "0" /> <RightSideLeftPt ID = "0" /> <RightSideRightPt ID="0" /> </SlipEntryExit> <SlipSurfaceGrid PointUL="26" PointLL-"29" PointLR="30" NumXInc="10" NumYInc="10" ArrowCorner="LowerRight" /> - <TensionCrack> <UnitWaterWeight>62.4</UnitWaterWeight> - <Points Len="l"> <Point /> </Points> </TensionCrack> </SlopeItems> <StructuralItems /> - <View> - <Window> <Base X="353" Y-"-1658" /> <Zoom>0.85</Zoom> </Window> <Preferences Layers="3" Points= "false" Regions="false" PointNumbers="false" RegionNumbers= "false" RegionColor="true" GroundSurfaceLine="true" Nodes="true" Elements="true" InfiniteElements="true" ElementColor="true" NodeNumbers="true" ElementNumbers="false" Sketchltems="true" Pictures="true" Axis="true" MaterialBoundaries="false" PWP="true" SlipSurfaces = "true" LineLoads="true" Reinforcement="true" PressureLines="true" PressureLineShading = "true" TensionCrackLine="false" TensionCrackShading = "false" SlipSurfaceShading="true" file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\M-... 9/9/2009 Page 8 of 8 SlipSurfaceSlices="true" SlipSurfaceColor="RGB=0,255,0" SlipSurfaceLineThickness="l" MultipleSlipSurfaces="false" NumSlipSurfaces="0" SigFiguresFofS = "4" AnalysisMethod = "2" AIIFofSValues="false" SafetyMap="false" FluxSections="true" Particles="true" InitialConditions="true" BoundaryConditions="true" InitialWaterTable="true" CoverDetail = "true" TimeStep="l" BodyLoad="true" StructuralElements="true" TrussElements="true" HistoryPoints="true" Vectors="true" Contours="true" ContourShading="true" ContourInfiniteElements="true" TransientContours="true" TransientContourType="Pressure" FlowPath="true" FluxType="0" ParticleShading="false" Deformation="true" DeformationShading="false" YieldConditions="false" TimeStepNumbers="false" /> - <Font> <FontInfo FaceName="Arial" /> <NodeNumberSize>6</NodeNumberSize> <ElementNumberSize>6</ElementNumberSize> <AxisSize>10</AxisSize> <PointNumberSize>10</PointNumberSize> <RegionNumberSize>12</RegionNumberSize> </Font> <AnalysisLastViewed>SLOPE/W</AnalysisLastViewed> </View> </GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.672\M-... 9/9/2009 M-M' with Backfill Output La Costa Condominiums F.N. 23280.01 DATESTAMP 9/4/2009 TIMESTAMP 12:03:05 PM Center_X Center_Y Radius Slip_Surface Method 7.080600e + 001 2.839810e + 002 1.590916e+002 2414 2 SL# X_Left Y_L_Top Y_L_Bottom X__Right Y_R_Top Y_R_Bottom Mid_Height Base_Length 1 3.080613e+001 1.300000e+002 1.300000e+002 1.294467e+002 2.807891e-001 2.262583e+000 2 3.300000e+001 1.300000e+002 1.294467e+002 1.279195e+002 2.959735e+000 7.071112e+000 3 3.990363e+001 1.332053e+002 1.279195e+002 1.267099e+002 7.532353e+000 7.009369e+000 4 4.680726e+001 1.364105e+002 1.267099e+002 1.258105e+002 1.1791326+001 6.962521e+000 5 5.3710896+001 1.396158e+002 1.258105e+002 1.252162e+002 1.574290e+001 6.929716e+000 6 6.0614526 + 001 1.428210e+002 1.252162e + 002 1.249535e+002 1.907950e+001 5.683473e+000 7 6.629162e+001 1.454568e+002 1.249535e+002 1.248937e+002 2.187648e+001 5.677712e+000 8 7.1968716 + 001 1.480926e + 002 1.248937e+002 1.2503656+002 2.447077e+001 5.679195e+000 9 7.7645816+001 1.507284e+002 1.250365e+002 1.253826e+002 2.686223e+001 5.687937e+000 10 8.3322906+001 1.533642e+002 1.253826e+002 1.259332e+002 2.904990e+001 5.704041e+000 11 8.9000006 + 001 1.560000e+002 1.259332e + 002 1.2683336+002 3.127079e+001 6.661587e+000 12 9.5600006+001 1.592377e+002 1.268333e+002 1.280177e+002 3.3466976+001 6.705923e+000 13 1.022000e + 002 1.624755e + 002 1.280177e+002 1.294929e+002 3.537587e+001 6.763353e+000 14 1.088000e+002 1.657132e+002 1.294929e+002 1.312672e+002 3.699005e+001 6.834872e+000 15 1.154000e+002 1.689509e+002 1.312672e+002 1.333513e+002 3.830002e+001 6.921783e+000 16 1.220000e + 002 1.721887e + 002 1. 333513e+002 1.357843e+002 3.929823e+001 7.097329e+000 17 1.286667e+002 1.754591e+002 1.357843e+002 1.3856326+002 3.996503e+001 7.223268e+000 18 1.353333e+002 1.787296e + 002 1.385632e+002 1.4170826+002 4.027629e+001 7.371953e+000 19 1.420000e + 002 1.820000e+002 1. 417082e+002 1.454320e+002 4.248583e+001 7.929660e+000 20 1.490000e+002 1.900000e+002 1.454320e+002 1.4930716+002 4.5182816+001 7.568183e+000 21 1.5550006+002 1.950000e+002 1.493071e+002 1.536208e+002 4 . 609341e + 001 7 . 801927e+000 3.300000e+001 3.990363e+001 4.680726e+001 5.371089e+001 6.0614526+001 6.6291626+001 7.1968716+001 7.764581e+001 8.3322906+001 8.900000e+001 9.560000e+001 1.022000e+002 1.088000e+002 1.154000e+002 1.220000e+002 1.286667e+002 1.353333e+002 1.420000e+002 1.490000e+002 1.555000e+002 1.620000e+002 1.300000e+002 1.3320536+002 1.364105e+002 1.396158e+002 1.4282106+002 1.454568e+002 1.480926e+002 1.507284e+002 1.533642e+002 1.560000e+002 1.592377e+002 1.6247556+002 1.657132e+002 1.689509e+002 1.721887e+002 1.754591e+002 1.787296e+002 1.8200006+002 1.900000e+002 1.950000e+002 2.000000e+002 22 1.620000e+002 2.OOOOOOe+002 1.536208e+002 1.572654e+002 4 . 584410e + 001 6.187730e + 000 23 1.670000e+002 2.025000e + 002 1.572654e + 002 1.612215e+002 4.454726e+001 6.376200e+000 24 1.720000e+002 2.050000e+002 1.612215e+002 1.680000e + 002 4.313463e + 001 1.026249e+001 25 1.797029e+002 2.102704e + 002 1. 680000e + 002 1.7357516 + 002 4 .148477e+001 7.937327e+000 26 1.853514e+002 2.141352e+002 1.735751e+002 1.7975286 + 002 3 . 948523e + 001 8 . 371758e+000 27 1.910000e+002 2 .180000e + 002 1. 797528e+002 1.871038e+002 3.568357e+001 9.490212e+000 28 1.970000e + 002 2.200000e+002 1. 871038e+002 1.961999e + 002 2 . 851698e + 001 1.117540e+001 29 2.034883e + 002 2.200000e+002 1. 961999e+002 2.068990e + 002 1. 868762e + 001 1. 251593e + 001 30 2.099767e + 002 2.200000e+002 2.068990e + 002 2.200000e+002 6.9282986+000 1.462485e+001 1.670000e+002 1.720000e+002 1.797029e+002 1.853514e+002 1.910000e+002 1.970000e+002 2.0348836+002 2.099767e+002 2.164650e+002 SL# L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X 2.025000e+002 2.050000e+002 2.102704e+002 2.141352e+002 2.180000e+002 2.200000e+002 2.200000e+002 2.200000e+002 2.2000006+002 P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 14 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore Water Alpha Force Fn. Pore Air Phi B Liquified 1 7.3922e+001 O.OOOOe+000 -1.4155e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 2.4519e+003 O.OOOOe+000 -1.2474e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 6.2401e+003 O.OOOOe+000 -9.9383e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 9.7684e+003 O.OOOOe+000 -7.4223e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 5 1.3042e+004 O.OOOOe+000 -4.9207e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 6 1.2998e+004 O.OOOOe+000 -2.6495e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 7 1.4903e+004 O.OOOOe+000 -6.0362e-001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 8 1.6671e+004 O.OOOOe+000 1.4414e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 9 1.8300e+004 O.OOOOe+000 3.4883e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 10 1.9790e+004 O.OOOOe+000 5.5397e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 11 2.4766e+004 O.OOOOe+000 7.7664e+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 12 2.6506e+004 O.OOOOe+000 1.0174e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 13 2.8018e+004 O.OOOOe+000 1.2599e+001 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 0. OOOOe+000 0. OOOOe+000 O.OOOOe+000 O.OOOOe+000 0. OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Seismic F Seismic Y O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 14 2.9296e+004 O.OOOOe+000 1.5048e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 3.0334e+004 O.OOOOe+000 1.7525e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 3.1439e+004 O.OOOOe+000 2.0049e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 3.1972e+004 O.OOOOe+000 2.2628e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 18 3.2221e+004 O.OOOOe+000 2.5256e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 3.5688e+004 O.OOOOe+000 2.8012e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 3.5243e+004 O.OOOOe+000 3.0802e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 3.5953e+004 O.OOOOe+000 3.3570e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 2.7506e+004 O.OOOOe+000 3.6089e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 2.6728e+004 O.OOOOe+000 3.8352e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 3.9871e+004 O.OOOOe+000 4.1348e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 2.8120e+004 O.OOOOe+000 4.4625e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 2.6764e+004 O.OOOOe+000 4.7562e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 2.5692e+004 O.OOOOe+000 5.0778e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 2.2203e+004 O.OOOOe+000 5.4499e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 1.4550e+004 O.OOOOe+000 5.8766e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 5.3944e+003 O.OOOOe+000 6.3653e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 Ordinary Method Fm= 1.3786059 Applied SL# Normal M ShearMob Phi Angle =: 1 7.1678e+001 4.4407e+002 3.3000e+001 2 2.3941e+003 2.4100e+003 3.3000e+001 3 6.1464e+003 4.1664e+003 3.3000e+001 4 9.6865e+003 5.8255e+003 3.3000e+001 5 1.2994e+004 7.3776e+003 3.3000e+001 6 1.2984e+004 5.6286e+003 2.5000e+001 7 1.4903e+004 6.2763e+003 2.5000e+001 8 1.6665e+004 6.8729e+003 2.5000e+001 9 1.8266e+004 7.4162e+003 2.5000e+001 10 1.9698e+004 7.9040e+003 2.5000e+001 11 2.4539e+004 9.7499e+003 2.5000e+001 12 2.6089e+004 1.0284e+004 2.5000e+001 13 2.7343e+004 1.0720e+004 2.5000e+001 14 2.8292e+004 1.1057e+004 2.5000e+001 15 2.8926e+004 1.1290e+004 2.5000e+001 16 2.9533e+004 1.1534e+004 2.5000e+001 17 2.9511e+004 1.1554e+004 2.5000e+001 18 2.9141e+004 1.1461e+004 2.5000e+001 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 0. OOOOe+000 O.OOOOe+000 0. OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Lambda= 0.0000 Cohesion 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 19 3.1507e+004 1.2383e+004 2.5000e+001 20 3.0271e+004 1.1886e+004 2.5000e+001 21 2.9956e+004 1.1830e+004 2.5000e+001 22 2.2228e+004 8.8651e+003 2.5000e+001 23 2.0961e+004 8.4775e+003 2.5000e+C01 24 2.9932e+004 1.2358e+004 2.5000e+001 25 2.0013e+004 1.3619e+004 3.5000e+001 26 1.8060e+004 1.2817e+004 3.5000e+001 27 1.6246e+004 1.2382e+004 3.5000e+001 28 1.2894e+004 1.1413e+004 3.5000e+001 29 7.5449e+003 9.2793e+003 3 . 5000e+001 30 2.3941e+003 7.5810e+003 3.5000e+001 Bishop_Method_Fm= 1.5013336 Applied SL# Normal M ShearMob Phi Angle SideRight ShearRight 1 1.9220e+002 4.5990e+002 3.3000e+001 O.OOOOe+000 -5.3672e+002 O.OOOOe+000 2 3.0649e+003 2.5032e+003 3.3000e+001 O.OOOOe+000 -3.8762e+003 O.OOOOe+000 3 7.0758e+003 4.2278e+003 3.3000e+001 O.OOOOe+000 -9.6448e+003 O.OOOOe+000 4 1.0599e+004 5.7440e+003 3.3000e+001 O.OOOOe+000 -1.7217e+004 O.OOOOe+000 5 1.3700e+004 7.0798e+003 3.3000e+001 O.OOOOe+000 -2.6056e+004 O.OOOOe+000 6 1.3255e+004 5.2526e+003 2.5000e+001 O.OOOOe+000 -3.2357e+004 O.OOOOe+000 7 1.4965e+004 5.7826e+003 2.5000e+001 O.OOOOe+000 -3.8777e+004 O.OOOOe+000 8 1.6518e+004 6.2654e+003 2.5000e+001 O.OOOOe+000 -4.5139e+004 O.OOOOe+000 9 1.7925e+004 6.7041e+003 2.5000e+001 O.OOOOe+000 -5.1286e+004 O.OOOOe+000 10 1.9195e+004 7.1015e+003 2.5000e+001 O.OOOOe+000 -5.7074e+004 O.OOOOe+000 11 2.3806e+004 8.7252e+003 2.5000e+001 O.OOOOe+000 -6.3201e+004 O.OOOOe+000 12 2.5280e+004 9.1919e+003 2.5000e+001 O.OOOOe+000 -6.8514e+004 O.OOOOe+000 13 2.6563e+004 9.6019e+003 2.5000e+001 O.OOOOe+000 -7.2850e+004 O.OOOOe+000 14 2.7660e+004 9.9569e+003 2.5000e+001 O.OOOOe+000 -7.6068e+004 O.OOOOe+000 15 2.8572e+004 1.0257e+004 2.5000e+001 O.OOOOe+000 -7.8051e+004 O.OOOOe+000 16 2.9595e+004 1.0610e+004 2.5000e+001 O.OOOOe+000 -7.8704e+004 O.OOOOe+000 17 3.0136e+004 1.0804e+004 2.5000e+001 O.OOOOe+000 -7.7928e+004 O.OOOOe+000 18 3.0468e+004 1.0936e+004 2.5000e+001 O.OOOOe+000 -7.5679e+004 O.OOOOe+000 19 3.3969e+004 1.2135e+004 2.5000e+001 O.OOOOe+000 -7.1397e+004 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 Lambda= 0.0000 Cohesion 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 SideLeft ShearLeft O.OOOOe+000 5.3672e+002 3.8762e+003 9. 6448e+003 1.7217e+004 2.6056e+004 3.2357e+004 3.8777e+004 4 .51396+004 5 . 1286e+004 5.7074e+004 6.3201e+004 6.8514e+004 7 .2850e+004 7.6068e+004 7.8051e+004 7.8704e+004 7.7928e+004 7.5679e+004 20 3.3860e+004 1.2029e+004 2.5000e+001 O.OOOOe+000 -6.5345e+004 O.OOOOe+000 21 3.4919e+004 1.2405e+004 2.5000e+001 O.OOOOe+000 -5.7365e+004 O.OOOOe+000 22 2.7021e+004 9.6290e+003 2.5000e+001 O.OOOOe+000 -5.0008e+004 O.OOOOe+000 23 2.6551e+004 9.5208e+003 2.5000e+001 O.OOOOe+000 -4.1778e+004 O.OOOOe+000 24 4.0295e+004 1.4566e+004 2.5000e+001 O.OOOOe+000 -2.7301e+004 O.OOOOe+000 25 2.4913e+004 1.4791e+004 3.5000e+001 O.OOOOe+000 -2.1450e+004 O.OOOOe+000 26 2.3844e+004 1.4467e+004 3.5000e+001 O.OOOOe+000 -1.4727e+004 O.OOOOe+000 27 2.2902e+004 1.4474e+004 3.5000e+001 O.OOOOe+000 -7.2693e+003 O.OOOOe+000 28 1.9335e+004 1.3484e+004 3.5000e+001 O.OOOOe+000 -4.4015e+002 O.OOOOe+000 29 1.1201e+004 1.0226e+004 3.5000e+001 O.OOOOe+000 2.9853e+003 O.OOOOe+000 30 1.8320e+002 5.9302e+003 3.5000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu Method_Ff= 1.3883983 Applied_ SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 2.0311e+002 5.0241e+002 3.3000e+001 O.OOOOe+000 -5.3672e+002 O.OOOOe+000 2 3.1161e+003 2.7308e+003 3.3000e+001 O.OOOOe+000 -3.8762e+003 O.OOOOe+000 3 7.1427e+003 4.6031e+003 3.3000e+001 O.OOOOe+000 -9.6448e+003 O.OOOOe+000 4 1.0665e+004 6.2422e+003 3.3000e+001 O.OOOOe+000 -1.72176+004 O.OOOOe+000 5 1.3752e+004 7.6803e+003 3.3000e+001 O.OOOOe+000 -2.6056e+004 O.OOOOe+000 6 1.3275e+004 5.6867e+003 2.5000e+001 O.OOOOe+000 -3.2357e+004 O.OOOOe+000 7 1.4970e+004 6.2547e+003 2.5000e+001 O.OOOOe+000 -3.8777e+004 O.OOOOe+000 8 1.6505e+004 6.7707e+003 2.5000e+001 O.OOOOe+000 -4.5139e+004 O.OOOOe+000 9 1.7892e+004 7.2383e+003 2.5000e+001 O.OOOOe+000 -5.12866+004 O.OOOOe+000 10 1.9139e+004 7.6606e+003 2.5000e+001 O.OOOOe+000 -5.7074e+004 O.OOOOe+000 11 2.3712e+004 9.4032e+003 2.5000e+001 O.OOOOe+000 -6.3201e+004 O.OOOOe+000 12 2.5151e+004 9.8962e+003 2.5000e+001 O.OOOOe+000 -6.85146+004 O.OOOOe+000 13 2.6398e+004 1.0327e+004 2.5000e+001 O.OOOOe+000 -7.2850e+004 O.OOOOe+000 14 2.7456e+004 1.0698e+004 2.5000e+001 O.OOOOe+000 -7.6068e+004 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 7 . 1397e+004 6. 5345e+004 5.7365e+004 5.0008e+004 4 . 1778e+004 2.7301e+004 2.1450e+004 1 . 4727e+004 7 .2693e+003 4 .4015e+002 -2. 9853e+003 Lambda= 0.0000 Cohesion 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 SideLeft ShearLeft O.OOOOe+000 5.3672e+002 3.8762e+003 9. 6448e+003 1.7217e+004 2.6056e+004 3.2357e+004 3.8777e+004 4.5139e+004 5.1286e+004 5.7074e+004 6.3201e+004 6.8514e+004 7.2850e+004 15 2.8329e+004 1.1010e+004 2.5000e+001 3.OOOOe+002 O.OOOOe+000 -7.8051e+004 O.OOOOe+000 16 2.9309e+004 1.1377e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.8704e+004 O.OOOOe+000 17 2.9808e+004 1.1572e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.7928e+004 O.OOOOe+000 18 3.0099e+004 1.1702e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.5679e+004 O.OOOOe+000 19 3.3515e+004 1.2970e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.1397e+004 O.OOOOe+000 20 3.3365e+004 1.2841e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -6.5345e+004 O.OOOOe+000 21 3.4361e+004 1.3226e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -5.7365e+004 O.OOOOe+000 22 2.6553e+004 1.0255e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -5.0008e+004 O.OOOOe+000 23 2.6058e+004 1.0129e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -4.1778e+004 O.OOOOe+000 24 3.9475e+004 1.5475e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -2.7301e+004 O.OOOOe+000 25 2.4105e+004 1.5587e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -2.1450e+004 O.OOOOe+000 26 2.2999e+004 1.5217e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.4727e+004 O.OOOOe+000 27 2.1993e+004 1.5193e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -7.2693e+003 O.OOOOe+000 28 1.8417e+004 1.4118e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -4.4015e+002 O.OOOOe+000 29 1.0438e+004 1.0673e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 2.9853e+003 O.OOOOe+000 30 -3.0870e+002 6.1645e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 7.6068e+004 7.8051e+004 7.8704e+004 7.7928e+004 7.5679e+004 7.1397e+004 6.5345e+004 5.7365e+004 5.0008e+004 4.1778e+004 2.7301e+004 2. 1450e + 004 1. 4727e + 004 7.2693e+003 4 .4015e + 002 -2.9853e+003 Spencer_Method_Fm= 1.5014590 Applied__Lambda= -0.3779 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft SideRight ShearRight ShearLeft 0 2 1 4 7 1 1 1 1 1 4.9324e+002 5.9007e+002 3.3000e+001 .OOOOe+000 -6.8826e+002 -2.6006e+002 2 4.8792e+003 3.2877e+003 3.3000e+001 .6006e+002 -4.9279e+003 -1.8620e+003 3 1.0032e+004 5.5061e+003 3.3000e+001 .8620e+003 -1.2050e+004 -4.5532e+003 4 1.4264e+004 7.3289e+003 3.3000e+001 .5532e+003 -2.1127e+004 -7.9829e+003 5 1.7754e+004 8.8328e+003 3.3000e+001 .9829e+003 -3.1420e+004 -1.1872e+004 6 1.5855e+004 6.0598e+003 2.5000e+001 .1872e+004 -3.8196e+004 -1.4432e+004 7 1.7525e+004 6.5772e+003 2.5000e+001 .4432e+004 -4.4948e+004 -1.6984e+004 8 1.8971e+004 7.0264e+003 2.5000e+001 .6984e+004 -5.1487e+004 -1.9454e+004 9 2.0215e+004 7.4147e+003 2.5000e+001 .9454e+004 -5.7650e+004 -2.1783e+004 2. 2. 2. 2. 2. 3. 3. 3. 3. 5000e+002 5000e+002 5000e+002 5000e+002 5000e+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 0 6 4 1 2 3 3 4 5 .OOOOe+000 .8826e+002 . 9279e+003 .2050e+004 .1127e+004 .1420e+004 .8196e+004 .4948e+004 .1487e+004 10 2.1277e+004 7.7476e+003 2.5000e+001 2.1783e+004 -6.3300e+004 -2.3918e+004 11 2.5922e+004 9.3817e+003 2.5000e+001 2.3918e+004 -6.9085e+004 -2.6104e+004 12 2.7025e+004 9.7330e+003 2.5000e+001 2.6104e+004 -7.3885e+004 -2.7917e+004 13 2.7896e+004 1.0015e+004 2.5000e+001 2.7917e+004 -7.7567e+004 -2.9309e+004 14 2.8549e+004 1.0232e+004 2.5000e+001 2.9309e+004 -8.0029e+004 -3.0239e+004 15 2.8993e+004 1.0387e+004 2.5000e+001 3.0239e+004 -8.11976+004 -3.0680e+004 16 2.9529e+004 1.0589e+004 2.5000e+001 3.0680e+004 -8.1014e+004 -3.0611e+004 17 2.9565e+004 1.0625e+004 2.5000e+001 3.0611e+004 -7.9439e+004 -3.0016e+004 18 2.9389e+004 1.0600e+004 2.5000e+001 3.0016e+004 -7.6479e+004 -2.8898e+004 19 3.2169e+004 1.1575e+004 2.5000e+001 2.8898e+004 -7.1580e+004 -2.7046e+004 20 3.1471e+004 1.1286e+004 2.5000e+001 2.7046e+004 -6.5145e+004 -2.4615e+004 21 3.1874e+004 1.1458e+004 2.5000e+001 2.4615e+004 -5.7049e+004 -2.1556e+004 22 2.4266e+004 8.7728e+003 2.5000e+001 2.1556e+004 -4.9826e+004 -1.8827e+004 23 2.3502e+004 8.5729e+003 2.5000e+001 1.8827e+004 -4.1943e+004 -1.5848e+004 24 3.4973e+004 1.2912e+004 2.5000e+001 1.5848e+004 -2.8480e+004 -1.0761e+004 25 2.2668e+004 1.3743e+004 3.5000e+001 1.0761e+004 -2.2306e+004 -8.4283e+003 26 2.1318e+004 1.3287e+004 3.5000e+001 8.4283e+003 -1.5497e+004 -5.8555e+003 27 2.0120e+004 1.3175e+004 3.5000e+001 5.8555e+003 -8.1832e+003 -3.0920e+003 28 1.6745e+004 1.2275e+004 3.5000e+001 3.0920e+003 -1.6037e+003 -6.0597e+002 29 9.7695e+003 9.5575e+003 3.5000e+001 6.0597e+002 1.8694e+003 7.0634e+002 30 1.0023e+003 6.3117e+003 3.5000e+001 7.0634e+002 O.OOOOe+000 O.OOOOe+000 Slip Surface Summary Analysis Volume Weight Act_Force FOS 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 Res Moment 5.7650e+004 6.3300e+004 6.9085e+004 7.3885e+004 7 .7567e+004 8.0029e+004 8.1197e+004 8.1014e+004 7.9439e+004 7.6479e+004 7.1580e+004 6.5145e+004 5.7049e+004 4 . 9826e+004 4 .1943e + 004 2.8480e+004 2.2306e+004 1.5497e+004 8.1832e+003 1.6037e+003 -1.8694e+003 - Act Moment Res Force Ordinary Method 5.6042e+003 6.7250e+005 6.0284e+007 4.3728e+007 1.3786059 Bishop Method 1.5013336 Janbu Method 5.6042e+003 6.7250e+005 6.5651e+007 4.3728e+007 5.6042e+003 6.7250e+005 3.4125e+005 2.4579e+005 1.3883983 Spencer Method 5.6042e+003 6.7250e+005 6.5656e+007 4.3728e+007 3.4949e+005 2.3212e+005 1.5014590 Page 1 of 8 M-M' with Backfill and Seismic<?xml 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<Preferences Layers="3" Points="false" Regions="false" PointNumbers="false" RegionNumbers="false" RegionColor="true" GroundSurfaceLine="true" Nodes="true" Elements="true" InfiniteElements="true" ElementColor="true" NodeNumbers="true" Element!Mumbers="false" Sketchltems="true" Pictures="true" Axis="true" MaterialBoundaries="false" PWP="true" SlipSurfaces="true" LineLoads="true" Reinforcement="true" PressureLines = "true" PressureLineShading = "true" TensionCrackLine= "false" file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.453\M-... 9/9/2009 Page 8 of 8 TensionCrackShading = "false" SlipSurfaceShading = "true" SlipSurfaceSlices="true" SlipSurfaceColor="RGB=0,255,0" SlipSurfaceLineThickness="l" MultipleSlipSurfaces="false" NumSlipSurfaces="0" SigFiguresFofS = "4" AnalysisMethod = "2" AIIFofSValues="false" SafetyMap = "false" FluxSections="true" Particles="true" InitialConditions="true" BoundaryConditions="true" InitialWaterTable="true" CoverDetail="true" TimeStep="l" BodyLoad="true" StructuralElements="true" TrussElements="true" HistoryPoints="true" Vectors="true" Contours="true" ContourShading = "true" ContourInfiniteElements="true" TransientContours="true" TransientContourType="Pressure" FlowPath="true" FluxType="0" ParticleShading="false" Deformation="true" DeformationShading = "false" YieldConditions="false" TimeSteplMumbers="false" /> - <Font> <FontInfo FaceName="Arial" /> <NodeNumberSize>6</NodeNumberSize> <ElementNumberSize>6</ElementNumberSize> <AxisSize>10</AxisSize> <PointNumberSize>10</PointNumberSize> <RegionNumberSize>12</RegionNumberSize> </Font> <AnalysisLastViewed>SLOPE/W</AnalysisLastViewed> </View> </GSIData> file://C:\Documents and Settings\gaug.AMERGEO\Local Settings\Temp\Rar$DI00.453\M-... 9/9/2009 M-M' with Backfill and Seismic Output La Costa Condominiums F.N. 23280.01 DATESTAMP 9/4/2009 TIMESTAMP 12:08:39 PM Center_X Center_Y Radius Slip_Surface 7.080600e + 001 2.839810e+002 1.590916e+002 2414 SLI X_Left Y_L_Top Y_L_Bottom X_Right Y_R_Bottom Mid_Height Base Length 1 3.080613e+001 1.300000e+002 1.300000e+002 1.294467e+002 2.807891e-001 2.262583e+000 2 3.300000e+001 1.300000e+002 1.294467e+002 1.279195e+002 2.959735e+000 7.071112e+000 3 3.990363e+001 1.332053e+002 1.279195e+002 1.267099e+002 7.532353e+000 7.009369e+000 4 4.680726e+001 1.364105e+002 1.267099e+002 1.258105e+002 1.1791326+001 6.962521e+000 5 5.371089e+001 1.396158e+002 1.258105e+002 1.252162e+002 1.574290e+001 6.929716e+000 6 6.0614526+001 1.428210e+002 1.252162e+002 1.249535e+002 1.907950e+001 5.683473e+000 7 6.629162e+001 1.454568e+002 1.249535e+002 1.248937e+002 2.187648e+001 5.677712e+000 8 7.196871e+001 1.480926e+002 1.248937e+002 1.250365e+002 2.447077e+001 5.679195e+000 9 7.764581e+001 1.507284e+002 1.250365e+002 1.2538266+002 2.686223e+001 5.687937e+000 10 8.332290e+001 1.533642e+002 1.253826e+002 1.259332e+002 2.904990e+001 5.704041e+000 11 8.900000e+001 1.560000e+002 1.259332e+002 1.268333e+002 3.127079e+001 6.661587e+000 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3.568357e+001 9.490212e+000 28 1.970000e+002 2.200000e+002 1.871038e+002 1.961999e + 002 2.851698e + 001 1.117540e+001 29 2.0348836+002 2.200000e+002 1.961999e+002 2.068990e+002 1.868762e+001 1.251593e+001 30 2.099767e+002 2.200000e+002 2.068990e+002 2.200000e+002 6.928298e+000 1.462485e+001 1.670000e+002 1.720000e+002 1.7970296+002 1.853514e+002 1.910000e+002 1.970000e+002 2.034883e+002 2.099767e+002 2.164650e+002 SU L_Load_X L_Load_Y A_Load_X A_Load_Y A Modifier AS Load X AS Load Y Combined P Load X 2.025000e+002 2.050000e+002 2.1027046+002 2.141352e+002 2.180000e+002 2.200000e+002 2.200000e+002 2.200000e+002 2.200000e+002 P Load Y 1 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 2 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 3 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 4 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 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O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 15 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 16 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 17 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 18 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 19 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 20 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 21 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 22 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 23 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 24 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 25 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 26 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 27 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 28 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 29 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 30 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 l.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0 SL# Weight Pore Air Pore_Water Alpha Phi_B Liquified 1 7.3922e+001 O.OOOOe+000 -1.4155e+001 1.5412e+002 O.OOOOe+000 O.OOOOe+000 0 2 2.4519e+003 O.OOOOe+000 -1.2474e+001 1.5386e+002 O.OOOOe+000 O.OOOOe+000 0 3 6.2401e+003 O.OOOOe+000 -9.9383e+000 1.5294e+002 O.OOOOe+000 O.OOOOe+000 0 4 9.7684e+003 O.OOOOe+000 -7.4223e+000 1.5186e+002 O.OOOOe+000 O.OOOOe+000 0 5 1.3042e+004 O.OOOOe+000 -4.9207e+000 1.5063e+002 O.OOOOe+000 O.OOOOe+000 0 6 1.2998e+004 O.OOOOe+000 -2.6495e+000 1.4938e+002 O.OOOOe+000 O.OOOOe+000 0 7 1.4903e+004 O.OOOOe+000 -6.0362e-001 1.4814e+002 O.OOOOe+000 O.OOOOe+000 0 8 1.6671e+004 O.OOOOe+000 1.4414e+000 1.4681e+002 O.OOOOe+000 O.OOOOe+000 0 9 1.8300e+004 O.OOOOe+000 3.4883e+000 1.4537e+002 O.OOOOe+000 O.OOOOe+000 0 10 1.9790e+004 O.OOOOe+000 5.5397e+000 1.4382e+002 O.OOOOe+000 O.OOOOe+000 0 11 2.4766e+004 O.OOOOe+000 7.7664e+000 1.4200e+002 O.OOOOe+000 O.OOOOe+000 0 12 2.6506e+004 O.OOOOe+000 1.0174e+001 1.3986e+002 O.OOOOe+000 O.OOOOe+000 0 13 2.8018e+004 O.OOOOe+000 1.2599e+001 1.3757e+002 O.OOOOe+000 O.OOOOe+000 0 Force Fn. l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 l.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0.OOOOe+000 0. OOOOe + 000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 O.OOOOe+000 0.OOOOe+000 O.OOOOe+000 Seismic__F -1.1088e+001 -3.6779e+002 -9.3601e+002 -1.4653e+003 -I. 9563e+003 -1.9497e+003 -2.2355e+003 -2.5006e+003 -2.7450e+003 -2.9685e+003 -3.7150e+003 -3.9759e+003 -4.2027e+003 Seismic Y 1 1 1 1 1 1 1 1 1 1 9 9 8 8 7 7 6 14 2.9296e+004 O.OOOOe+000 1.5048e+001 .3514e+002 O.OOOOe+000 O.OOOOe+000 0 15 3.0334e+004 O.OOOOe+000 1.7525e+001 .3256e+002 O.OOOOe+000 O.OOOOe+000 0 16 3.1439e+004 O.OOOOe+000 2.0049e+001 .2981e+002 O.OOOOe+000 O.OOOOe+000 0 17 3.1972e+004 O.OOOOe+000 2.2628e+001 .2687e+002 O.OOOOe+000 O.OOOOe+000 0 18 3.2221e+004 O.OOOOe+000 2.5256e+001 .2375e+002 O.OOOOe+000 O.OOOOe+000 0 19 3.5688e+004 O.OOOOe+000 2.8012e+001 .1922e+002 O.OOOOe+000 O.OOOOe+000 0 20 3.5243e+004 O.OOOOe+000 3.0802e+001 .1407e+002 O.OOOOe+000 O.OOOOe+000 0 21 3.5953e+004 O.OOOOe+000 3.3570e+001 .0953e+002 O.OOOOe+000 O.OOOOe+000 0 22 2.7506e+004 O.OOOOe+000 3.6089e+001 .0565e+002 O.OOOOe+000 O.OOOOe+000 0 23 2.6728e+004 O.OOOOe+000 3.8352e+001 .02506+002 O.OOOOe+000 O.OOOOe+000 0 24 3.9871e+004 O.OOOOe+000 4.1348e+001 .7913e+001 O.OOOOe+000 O.OOOOe+000 0 25 2.8120e+004 O.OOOOe+000 4.4625e+001 .25216+001 O.OOOOe+000 O.OOOOe+000 0 26 2.6764e+004 O.OOOOe+000 4.7562e+001 .7656e+001 O.OOOOe+000 O.OOOOe+000 0 27 2.5692e+004 O.OOOOe+000 5.0778e+001 .2823e+001 O.OOOOe+000 O.OOOOe+000 0 28 2.2203e+004 O.OOOOe+000 5.4499e+001 .82396+001 O.OOOOe+000 O.OOOOe+000 0 29 1.4550e+004 O.OOOOe+000 5.8766e+001 .33256+001 O.OOOOe+000 O.OOOOe+000 0 30 5.3944e+003 O.OOOOe+000 6.3653e+001 .7445e+001 O.OOOOe+000 O.OOOQe+000 0 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1, 1 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 OOOOe+000 . OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 .OOOOe+000 Ordinary_Method_Fm= 1.0174381 Applied_Lambda= 0. SL# Normal M ShearMob Phi Angle = 1 7.4389e+001 6.0343e+002 3.3000e+001 2 2.4735e+003 3.3163e+003 3.3000e+001 3 6.3080e+003 5.7485e+003 3.3000e+001 4 9.8758e+003 8.0143e+003 3.3000e+001 5 1.3162e+004 1.0104e+004 3.3000e+001 6 1.3074e+004 7.6679e+003 2.5000e+001 7 1.4926e+004 8.5150e+003 2.5000e+001 8 1.6603e+004 9.2838e+003 2.5000e+001 9 1.8099e+004 9.9722e+003 2.5000e+001 10 1.9411e+004 1.0578e+004 2.5000e+001 11 2.4037e+004 1.2981e+004 2.5000e+001 12 2.5387e+004 1.3612e+004 2.5000e+001 13 2.6426e+004 1.4106e+004 2.5000e+001 14 2.7151e+004 1.4459e+004 2.5000e+001 15 2.7556e+004 1.4670e+004 2.5000e+001 16 2.7917e+004 1.4887e+004 2.5000e+001 17 2.7666e+004 1.4809e+004 2.5000e+001 18 2.7079e+004 1.4584e+004 2.5000e+001 -4 . -4 . -4 . -4 . -4. -5. -5. -5. -4 . -4. -5. -4. -4 . -3. -3. -2. -8. 3944e+003 5500e+003 7158e+003 7958e+003 8332e+003 3532e+003 2864e+003 3929e+003 1260e+003 0093e+003 9807e+003 2179e+003 0146e+003 8538e+003 3305e+003 1825e+003 0916e+002 0000 Cohesion 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 .5000e+002 .5000e+002 .5000e+002 .50006+002 .SOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 19 2.8993e+004 1.5626e+004 2.5000e+001 20 2.7564e+004 1.4865e+004 2.5000e+001 21 2.6974e+004 1.4663e+004 2.5000e+001 22 1.9798e+004 1.0898e+004 2.5000e+001 23 1.8473e+004 1.0347e+004 2.5000e+001 24 2.5981e+004 1.4933e+004 2.5000e+001 25 1.7050e+004 1.6415e+004 3.5000e+001 26 1.5098e+004 1.5327e+004 3.5000e+001 27 1.3260e+004 1.4722e+004 3.5000e+001 28 1.0182e+004 1.3598e+004 3.5000e+001 29 5.6787e+003 1.1289e+004 3.5000e+001 30 1.6690e+003 9.7731e+003 3.5000e+001 Bishop Method Fm= 1.1165415 Applied SL# Normal M ShearMob Phi Angle SideRight ShearRight 1 2.3879e+002 6.4549e+002 3.3000e+001 O.OOOOe+000 -7.5625e+002 O.OOOOe+000 2 3.2827e+003 3.4926e+003 3.3000e+001 O.OOOOe+000 -4.9408e+003 O.OOOOe+000 3 7.3586e+003 5.8494e+003 3.3000e+001 O.OOOOe+000 -1.1725e+004 O.OOOOe+000 4 1.0877e+004 7.8851e+003 3.3000e+001 O.OOOOe+000 -2.0370e+004 O.OOOOe+000 5 1.3920e+004 9.6476e+003 3.3000e+001 O.OOOOe+000 -3.0258e+004 O.OOOOe+000 6 1.3340e+004 7.0983e+003 2.5000e+001 O.OOOOe+000 -3.6745e+004 O.OOOOe+000 7 1.4986e+004 7.7843e+003 2.5000e+001 O.OOOOe+000 -4.3235e+004 O.OOOOe+000 8 1.6465e+004 8.4023e+003 2.5000e+001 O.OOOOe+000 -4.9548e+004 O.OOOOe+000 9 1.7789e+004 8.9575e+003 2.5000e+001 O.OOOOe+000 -5.5530e+004 O.OOOOe+000 10 1.8968e+004 9.4541e+003 2.5000e+001 O.OOOOe+000 -6.1043e+004 O.OOOOe+000 11 2.3420e+004 1.1571e+004 2.5000e+001 O.OOOOe+000 -6.6716e+004 O.OOOOe+000 12 2.4754e+004 1.2140e+004 2.5000e+001 O.OOOOe+000 -7.1445e+004 O.OOOOe+000 13 2.5890e+004 1.2630e+004 2.5000e+001 O.OOOOe+000 -7.5081e+004 O.OOOOe+000 14 2.6835e+004 1.3044e+004 2.5000e+001 O.OOOOe+000 -7.7506e+004 O.OOOOe+000 15 2.7590e+004 1.3382e+004 2.5000e+001 O.OOOOe+000 -7.8624e+004 O.OOOOe+000 16 2.8443e+004 1.3786e+004 2.5000e+001 O.OOOOe+000 -7.8356e+004 O.OOOOe+000 17 2.8821e+004 1.3977e+004 2.5000e+001 O.OOOOe+000 -7.6640e+004 O.OOOOe+000 18 2.8990e+004 1.4088e+004 2.5000e+001 O.OOOOe+000 -7.3460e+004 O.OOOOe+000 19 3.2158e+004 1.5561e+004 2.5000e+001 O.OOOOe+000 -6.8167e+004 O.OOOOe+000 3. 3. 3. 3. 3. 3. 6. 6. 6. 6. 6. 6. OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 _Lambda= 0.0000 Cohesion 2. 2. 2, 2, 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5000e+002 ,5000e+002 ,5000e+002 .SOOOe+002 .SOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 .OOOOe+002 SideLeft ShearLeft 0. 7. 4. 1. 2. 3. 3. 4 . 4 . 5. 6. 6. 7. 7. 7. 7. 7. 7. 7. OOOOe+000 5625e+002 9408e+003 1725e+004 0370e+004 0258e+004 6745e+004 3235e+004 9548e+004 55306+004 1043e+004 6716e+004 1445e+004 5081e+004 7506e+004 8624e+004 8356e+004 6640e+004 3460e+004 20 3.1891e+004 1.5352e+004 2.5000e+001 O.OOOOe+000 -6.1158e+004 O.OOOOe+000 21 3.2708e+004 1.5756e+004 2.5000e+001 O.OOOOe+000 -5.2285e+004 O.OOOOe+000 22 2.5175e+004 1.2177e+004 2.5000e+001 O.OOOOe+000 -4.4328e+004 O.OOOOe+000 23 2.4609e+004 1.1991e+004 2.5000e+001 O.OOOOe+000 -3.5612e+004 O.OOOOe+000 24 3.7080e+004 1.8243e+004 2.5000e+001 O.OOOOe+000 -2.0637e+004 O.OOOOe+000 25 2.1819e+004 1.7949e+004 3.5000e+001 O.OOOOe+000 -1.5412e+004 O.OOOOe+000 26 2.0624e+004 1.7433e+004 3.5000e+001 O.OOOOe+000 -9.4733e+003 O.OOOOe+000 27 1.9461e+004 1.7304e+004 3.5000e+001 O.OOOOe+000 -3.0475e+003 O.OOOOe+000 28 1.5883e+004 1.5966e+004 3.5000e+001 O.OOOOe+000 2.4485e+003 O.OOOOe+000 29 8.3564e+003 1.1966e+004 3.5000e+001 O.OOOOe+000 4.3983e+003 O.OOOOe+000 30 -1.6301e+003 6.8368e+003 3.5000e+001 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 Janbu Method Ff= 1.0131648 Applied SL# Normal F ShearMob Phi Angle SideRight ShearRight 1 2.5848e+002 7.2397e+002 3.3000e+001 O.OOOOe+000 -7.5625e+002 O.OOOOe+000 2 3.3740e+003 3.9074e+003 3.3000e+001 O.OOOOe+000 -4.9408e+003 O.OOOOe+000 3 7.4756e+003 6.5212e+003 3.3000e+001 O.OOOOe+000 -1.1725e+004 O.OOOOe+000 4 1.0990e+004 8.7625e+003 3.3000e+001 O.OOOOe+000 -2.0370e+004 O.OOOOe+000 5 1.4009e+004 1.0689e+004 3.3000e+001 O.OOOOe+000 -3.0258e+004 O.OOOOe+000 6 1.3374e+004 7.8382e+003 2.5000e+001 O.OOOOe+000 -3.6745e+004 O.OOOOe+000 7 1.4994e+004 8.5824e+003 2.5000e+001 O.OOOOe+000 -4.3235e+004 O.OOOOe+000 8 1.6444e+004 9.2498e+003 2.5000e+001 O.OOOOe+000 -4.9548e+004 O.OOOOe+000 9 1.7735e+004 9.8466e+003 2.5000e+001 O.OOOOe+000 -5.5530e+004 O.OOOOe+000 10 1.8878e+004 1.0378e+004 2.5000e+001 O.OOOOe+000 -6.1043e+004 O.OOOOe+000 11 2.3269e+004 1.2682e+004 2.5000e+001 O.OOOOe+000 -6.6716e+004 O.OOOOe+000 12 2.4550e+004 1.3285e+004 2.5000e+001 O.OOOOe+000 -7.1445e+004 O.OOOOe+000 13 2.5631e+004 1.3799e+004 2.5000e+001 O.OOOOe+000 -7.5081e+004 O.OOOOe+000 14 2.6518e+004 1.4229e+004 2.5000e+001 O.OOOOe+000 -7.7506e+004 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.8167e+004 6. 1158e+004 5.2285e+004 4 . 4328e + 004 3.5612e+004 2.0637e+004 1.5412e+004 9.4733e+003 3.0475e+003 -2.4485e+003 -4 .3983e+003 Lambda= 0.0000 Cohesion 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 2.5000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 SideLeft ShearLeft O.OOOOe+000 7.5625e+002 4 . 9408e+003 1.1725e+004 2.0370e+004 3.0258e+004 3.6745e+004 4.3235e+004 4 . 9548e+004 5.5530e+004 6.1043e+004 6.6716e+004 7.1445e+004 7.5081e+004 15 2.7216e+004 1.4576e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.8624e+004 O.OOOOe+000 16 2.8006e+004 1.4991e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.8356e+004 O.OOOOe+000 17 2.8325e+004 1.5175e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.6640e+004 O.OOOOe+000 18 2.8436e+004 1.5270e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -7.3460e+004 O.OOOOe+000 19 3.1483e+004 1.6838e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -6.8167e+004 O.OOOOe+000 20 3.1162e+004 1.6583e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -6.1158e+004 O.OOOOe+000 21 3.1895e+004 1.6990e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -5.2285e+004 O.OOOOe+000 22 2.4501e+004 1.3109e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -4.4328e+004 O.OOOOe+000 23 2.3903e+004 1.2890e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -3.5612e+004 O.OOOOe+000 24 3.5921e+004 1.9571e+004 2.5000e+001 3.0000e+002 O.OOOOe+000 -2.0637e+004 O.OOOOe+000 25 2.0750e+004 1.9041e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -1.5412e+004 O.OOOOe+000 26 1.9522e+004 1.8450e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -9.4733e+003 O.OOOOe+000 27 1.8296e+004 1.8265e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 -3.0475e+003 O.OOOOe+000 28 1.4729e+004 1.6798e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 2.4485e+003 O.OOOOe+000 29 7.4202e+003 1.2540e+004 3.5000e+001 6.0000e+002 O.OOOOe+000 4.3983e+003 O.OOOOe+000 30 -2.2151e+003 7.1300e+003 3.5000e+001 6.0000e+002 O.OOOOe+000 O.OOOOe+000 O.OOOOe+000 7.7506e+004 7.8624e+004 7.8356e+004 7.6640e+004 7.3460e+004 6.8167e+004 6.1158e+004 5.2285e+004 4.4328e+004 3.5612e+004 2.0637e+004 1.5412e+004 9.4733e+003 3.0475e+003 -2.4485e+003 -4.3983e+003 Spencer_Method_Fm= 1.1317019 Applied_Lambda= -0.5122 SL# Normal_M ShearMob Phi_Angle Cohesion SideLeft SideRight ShearRight ShearLeft 0. 6. 4. 9. 1. 2. 2. 3. 3. 1 1.0623e+003 1.1094e+003 3.3000e+001 OOOOe+000 -1.3372e+003 -6.8488e+002 2 7.5054e+003 5.8689e+003 3.3000e+001 8488e+002 -8.3833e+003 -4.2938e+003 3 1.3482e+004 9.2850e+003 3.3000e+001 2938e+003 -1.9000e+004 -9.7317e+003 4 1.7928e+004 1.1826e+004 3.3000e+001 7317e+003 -3.1657e+004 -1.6214e+004 5 2.1279e+004 1.3741e+004 3.3000e+001 6214e+004 -4.5284e+004 -2.3194e+004 6 1.7235e+004 8.6082e+003 2.5000e+001 3194e+004 -5.2744e+004 -2.7015e+004 7 1.8675e+004 9.1998e+003 2.5000e+001 7015e+004 -5.9916e+004 -3.0688e+004 8 1.9863e+004 9.6898e+003 2.5000e+001 0688e+004 -6.6612e+004 -3.4118e+004 9 2.0833e+004 1.0092e+004 2.5000e+001 4118e+004 -7.2681e+004 -3.7226e+004 2. 2. 2. 2. 2. 3. 3. 3. 3. 5000e+002 5000e+002 5000e+002 5000e+002 5000e+002 OOOOe+002 OOOOe+002 OOOOe+002 OOOOe+002 0. 1. 8. 1. 3. 4. 5. 5. 6. OOOOe+000 3372e+003 3833e+003 9000e+004 1657e+004 5284e+004 2744e+004 9916e+004 6612e+004 10 2.1611e+004 1.0417e+004 2.5000e+001 3.7226e+004 -7.8002e+004 -3.9952e+004 11 2.5949e+004 1.2458e+004 2.5000e+001 3.9952e+004 -8.3132e+004 -4.2579e+004 12 2.6662e+004 1.2763e+004 2.5000e+001 4.2579e+004 -8.7018e+004 -4.4570e+004 13 2.7148e+004 1.2979e+004 2.5000e+001 4.4570e+004 -8.9569e+004 -4.5876e+004 14 2.7426e+004 1.3112e+004 2.5000e+001 4.5876e+004 -9.0726e+004 -4.6469e+004 15 2.7510e+004 1.3170e+004 2.5000e+001 4.6469e+004 -9.0461e+004 -4.6333e+004 16 2.7684e+004 1.3288e+004 2.5000e+001 4.6333e+004 -8.8747e+004 -4.5455e+004 17 2.7394e+004 1.3202e+004 2.5000e+001 4.5455e+004 -8.5607e+004 -4.3847e+004 18 2.6919e+004 1.3046e+004 2.5000e+001 4.3847e+004 -8.1097e+004 -4.1537e+004 19 2.9115e+004 1.4098e+004 2.5000e+001 4.1537e+004 -7.4528e+004 -3.8172e+004 20 2.8149e+004 1.3605e+004 2.5000e+001 3.8172e+004 -6.6524e+004 -3.4073e+004 21 2.8190e+004 1.3684e+004 2.5000e+001 3.4073e+004 -5.6957e+004 -2.9173e+004 22 2.1247e+004 1.0395e+004 2.5000e+001 2.9173e+004 -4.8728e+004 -2.4958e+004 23 2.0395e+004 1.0094e+004 2.5000e+001 2.4958e+004 -3.9995e+004 -2.0485e+004 24 2.9992e+004 1.5078e+004 2.5000e+001 2.0485e+004 -2.5553e+004 -1.3088e+004 25 1.9170e+004 1.6069e+004 3.5000e+001 1.3088e+004 -1.9322e+004 -9.8966e+003 26 1.7737e+004 1.5413e+004 3.5000e+001 9.8966e+003 -1.2639e+004 -6.4734e+003 27 1.6412e+004 1.5186e+004 3.5000e+001 6.4734e+003 -5.7012e+003 -2.9201e+003 28 1.3253e+004 1.4125e+004 3.5000e+001 2.9201e+003 1.7861e+002 9.1481e+001 29 7.2234e+003 1.1105e+004 3.5000e+001 9.1481e+001 2.7398e+003 1.4033e+003 30 -1.4905e+002 7.6615e+003 3.5000e+001 1.4033e+003 O.OOOOe+000 O.OOOOe+000 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 3.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 6.0000e+002 7 7 8 8 8 9 9 8 8 8 7 6 5 4 3 2 1 1 5 -1 -2 .26816+004 .8002e+004 .3132e+004 .7018e+004 .95696+004 .07266+004 .04616+004 .8747e+004 .5607e+004 . 1097e + 004 .4528e+004 .65246+004 . 6957e+004 .8728e+004 .99956+004 .55536+004 .93226+004 .26396+004 .70126+003 .78616+002 .73986+003 Slip_Surface_Summary Analysis Volume Act Force FOS Weight Res Moment Act Moment Res Force ry Method 5.6042e+003 381 i Method 5. 6042e+003 415 Method 5.6042e+003 'e+005 3.2038e+005 I. 6.7250e+005 6.7250e+005 6.7250e+005 0131648 5.6713e+007 5.5741e+007 6.2237e+007 5.5741e+007 Spencer Method 5.6042e+003 6.7250e+005 3.4006e+005 3.0112e+005 1.1317019 6.3082e+007 5.5741e+007