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HomeMy WebLinkAboutMS 01-17; BRISTOL COVE; RESPONSE TO CITY OF CARLSBAD SECOND REVIEW OF THE GRADING PLANS; 2002-10-30,-I .1 ,I ,I ,I I -I I I I I I I I I I I I I rns 0\-\ '7 'U ~ I fl{ft1lf) ~======================~======~==~~ RESPONSE TO CITY OF CARLSBAD SECOND REVIEW OF THE GRADlNG PLANS FOR THE COVE DRIVE DEVELOPMENT, BRISTOL COVE, LOT 13 OF MAP NO. 5162, CARLSBAD, CALIFORNIA Project No. 040437-001 October 30, 2002 Prepared For: BRISTOL COVE, LLC 3 Rippling Stream Irvine, California 92612 Leighton and Associates., Inc. A LEIGHTON GROUP COMPANY I I . 1 I I I I I I I I I I I I I I I I Leighton and Associates, Inc . A LEIGHTON GROUP COMPANY To: Bristol Cove, LLC 3 Rippling Stream Irvine, California 92612 October 30, 2002 Project No. 040437-001 Attention: Mr. Steve Lappin Subject: Response to City of Carlsbad Second Review of the Grading Plans for the Cove Drive Development, Bristol Cove, Lot 13 of Map No. 5162, Carlsbad, California ill accordance with your request and authorization, this letter presents our response to the City of Carlsbad plan check comments related to the second review of the grading plans for the Cove Drive development (i.e. the Bristol Cove project, Lot 13 of Map No. 5162), located in Carlsbad, California. Our response to the review comments is presented below. Response to Review Comments 1) It does not appear that all the parameters of the slope are being incorporated Include a representative cross-section of the slope being analyzed for this project. This cross-section should be a part of the slope stability analysis. The cross-section should include the upper retaining w.all (supporting the widening of Adams Street) together with the lower (private) retaining walls in the analysis. We were unaware of the improvements to Adams Street in our original slope stability evaluation. Attached, as Figure 1, is our cross-section showing the proposed upper and lower retaining walls on the existing cut slope. 2) The "references" of the response should also include a review of the public improwment plans for Adams Street (dwg 404-1) since that drawing proposes the installation of a second retaining wall near the top-oi-slope. This parameter should be included the analysis. The Adams Street improvement plan has been reviewed and incorporated into our slope stability analysis and referenced in this letter. 3) . Provide the computer program outputs (print-outs) that analyzed the slope stability and the iterations of the anticipated failure surfaces. This should be attached to the slope stability analysis. 3934 Murphy Canyon Road, Suite 8205. San Diego, CA92123-4425 858.292.8030. Fax 858.292.0771. www.leightongeo.com I I I I I I I I I I I I I I I I I I I 040437-001 Our recent slope stability analysis with applicable data generated by the slope stability program (i.e. SlopeW) is presented as Appendix B of this letter. 4) Please define what the Industry minimumfactor-of-safety isfor the seismic analysis of slope stability. As defined in California Division of Mines and Geology (CDMG) Special Publication 117 (CDMG, 1997), a seismic coefficient of 0.15 and a minimum pseudo-static factor of safety of 1.0 to 1.2 is used by the state and many local agencies. In this study, we used a seismic coefficient of 0.15 and obtained a minimum pseudo-static factor of safety of 1.2. 5) Clarify if this analysis properly addresses the vehicular loads that are frequently placed at the top-ol- slope. We have reviewed the impact of possible vehicular loads on the proposed upper retaining wall. Since the retaining wall is to be located approximately 10 feet away from the edge of the roadway and the base of the retaining wall footing is on the order of 5 to 7 feet below the proposed roadway grade (Le. outside a 1: 1 projection down and away from the roadway), it is our opinion that there will be an insignificant vehicular load on the upper retaining wall. 6) Provide recommendations on the temporary slope heights and inclinations required to install both the upper retaining wall and lower retaining walls. All excavations should be made in accordance with OSHA requirements. Assuming a temporary backcut for both the upper and lower retaining walls will be on the order of 5 to 7 feet in height with a 5-foot high vertical and the remainder of the backcut excavated at a slope inclination of 1: 1 (horizontal to vertical), the temporary factor of safety of the retaining wall backcuts is greater than 1.4. A minimum factor of safety of 1.2 to 1.3 for temporary excavations is typically used. 7) Since the parameters include a drained soil condition, please address how the upper 4-foot retaining wall will be properly drained if the retaining wall is generally buried with only 1-foot of the wall exposed The upper retaining wall can be drained with a subdrain system placed along the top of the footing and outletted at the slope face on one side of the wall. 8) Since remedial earthwork for the building foundation may be from 4-10 feet in depth clarify what impacts, if any, this has to the short-term slope stability supporting Adams Street. Since the remedial earthwork (Le. removals of the old fill and replacement with compacted fill) along the existing slope is anticipated to last less than 1 day, we do not anticipate any impacts of the remedial grading operations on the slope. In addition, potential deeper failure surfaces passing through the remedial earthwork fill will have higher factors of safety. 9) Provide a scaled cross-section at the top of the slope near Adams Street detailing the line-ol-influence of vehicular loads with respect to the proposed retaining wall supporting the proposed street widening. Clarify whether this retaining wall requires special design considerations. -2- Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY I I I I I I I I I I I I I I I I I I I 040437-001 The cross-section of the slope is provided as Figure 1. The line-of-influence of vehicular loads on the retaining wall is also provided in the figure. Based on the line-of-influence, the retaining wall will not require need special design considerations. If you have any questions regarding this letter, please contact this office. We appreciate this opportunity to be of service. Attachments: Figure 1 -Typical Cross-Section Appendix A -References Appendix B -Slope Stability Calculations Distribution: (2) Addressee (3) Leo A. Fitzsimon Associates Attention: Mr. Leo Fitzsimon -3- Respectfully submitted, LEIGHTON AND ASSOCIATES, ]NC. William D. Olson, RCE 45283 Senior Project Engineer )ft~ Randall K. Wagner, CEG 1612 Directory of Geology Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY --- -- -- A ~ 40- 10- TD=3'1.5' TYPICAL CROSS-SECTION Bristol Cove Carlsbad, California - N§' . -ID...- O>~ c:.~ .-0 O~ ID_ - Proposed structure -. - Existing tnnnnraphy N74°E ....... LEGEND Afo Older Artificial 'Fill T S Santiago Formation - - - -- Upper retaining wall (TW=44.S"F=40') Adams Street Future It I Project No. Scale Engr.lGeol. Drafted By Proposed guardrail I Sidewalk 040437-001 1":::;20' WDO/RKW KAM <k Date October 2002 Leighton ,and Assocfates., ,Inc. A LEIGHTON GROUP COMPANY --- ,A' -r- 1-40 30 1-20 10 tf~ I w;' "~, ~ .. Figure No. 1 I I I I I I I I I I I I I I I I ·1 I I 040437-001 APPENDIX A References Aquaterra Engine~ring Inc., 2002, Improvements Plans for Bristol Cove Adams Street, Carlsbad, California, Drawing No. 404-1, 4 Sheets, dated October 21,2002. California Division of Mines and Geology (CDMG), 1997, Guidelines for Evaluating and Mitigating Seismic Hazards in California, Special Publication 117, dated March 13, 1997. Carlsbad, City of, 2002, Second Review of Grading Plans for Cove Drive Development, MSOl-17, DWG 404-1A, dated October 25,2002. Leighton and Associates, Inc., 2001, Geotechnical Investigation for the Proposed Development afLot 13 of Map No. 5162, Cove Drive, Carlsbad, California, Project No. 040437-001, dated October 16, 2001. ----, 2002, Response to Review Comment of Geotechnical Related Issues B.ristol Cove, Lot 13 of Map No. 5162, Carlsbad, California, Project No. 040437-001, dated October 17,2002. Leo A. Fitzsimon Associates, 2002, Grading Plans for Two Unit Residential Condominium at Lot 13 Map No. 5162, Carlsbad, California, Drawing No. 404-1A, 2 Sheets, dated August 10, 2002 A-I ------------------- --.-\ . .. . -\. ·-·'b e .0" • --.-~').-.-\. ",,!~\----if·,-_-, • -\'\~~\\~ _. -e.::~. "1-59' '\. _ -~\p;W~ oi'", • 0, -~ ',*:~~0~·. ~~~ • __ \"_ -~ ,;.!I \\,\\~, __ '1.-e __ \ • • \ .::t'\~~_ t' -'i\l:~ 'It, 0 _ '\ • -" .. ° "''"' '" 'OII!I'" 0\ __ \ •• , ~\~ •• ~ '~\i!,~ . \~_.\"_ ~ e\. .'~ ~_. '''~\~~ i;i~~t\t_. \ • • -, 'it .' \,\ f$,'''\ ~ 0°, ._ ~ .. ~,"~~._ ._ -.~,.~ .0 ~"t~~~l.-~_ ~-'!. -0 ~~,. -"'t.", __ ~~ .. \ .... ~ ... \ .. • ~ \ ... _-!';rio .~~""\;e-.~\.'e. Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall File Name: Cove Dr. Lot 13 High Water.slz Last Saved Date: 10/31/2002 Analysis Method: Bishop Factor of Safety: 1.59 Scale = 1" : 20' Santiago Formation (Tsa) Artificial Fill (Afo) Unit Weight: 120 Unit Weight: 120 Cohesion : 200 Cohesion : 200 Phi:30 Phi:26 ------------------- __ ,e:~ .. ,:::;;:,~ ""0: ' 'X\\\\\ .7~~:\\\ \\\;.(\"<\-~.;~ 'y(," " ,:-" " If, , , :,...\-\'\:",\-'\ '. " '':'''. l.-\-'\I. \->.-\" ),..).--<:,\\%)...l\ '. ':'(\' :-.A"( '. \;~-'I\ \ \'-~ , \.....>: ... ...1( \ \ ...... >-,r" • IX ' '. ~-\" \ ~/('I' '. '. V~'\ \ \--, ~\:\\\.\~\'\~\V'i:\\\~\ V:\ '. \..\-''<'\ '. './"\'\\ \,:..--, '~"(\ \).)(,\\\;.\,-\'\ .\\' "" \ ' \ ,...>:"" \ \ V. ' ~'\\\\.x\-\ \ \,~'\ '. \(: ... \),-\y\v:;\N\\~0\\1.'. 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'._" '. \ .. ,.--\ ' ,...k"\ \ w-.' y ",.-, " \ ... \' .. -";7;~'" Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall File Name: Cove Dr. Lot 13 High Water.slz Last Saved Date: 10/30/2002 Analysis Method: Bishop (with Ordinary & Jant Scale = 1": 20' Santiago Formation (Tsa) Artificial Fill (Afo) Unit Weight: 120 Unit Weight: 120 Cohesion : 200 Cohesion : 200 Phi: 30 Phi:26 -------------------Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall DATESTAMP 10/29/2002 TIMESTAMP 3:52:15 PM Center X Center Y Radius Slip_Surface Method ====================================================================~========= 5.883333e+001 1.901000e+002 8.911831e+001 3560 1 SL# X Left Y_L_Top Y L Bottom X_Right Y_R_Top Y R Bottom Mid_Height ====================================================================~======================================= 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 8.190955e+001 8.347678e+001 8.504400e+001 8.661376e+001 8.818353e+001 8.97532ge+001 9.132306e+001 9.289282,e+001 9.44625ge+001 9.603235e+001 9.760212e+001 9.917188e+001 1. 007416e+002 1.023114e+002 1.038812e+002 1.05450ge+002 1.070207e+002 1.085905e+002 1.101602e+002 1.1l7300e+002 1.134040e+002 1.150780e+002 1.167520e+002 1.184260e+002 1.201000e+002 1.217'000e+002 1.218000e+002 1.231640e+002 1.~45280e+002 1. 258920e+002 1.272560e+002 1.101433e+002 1.110817e+002 1.120200e+002 1.129606e+002 1.139012e+002 1. 148418e+002 1.157824e+002 1.16722ge+002 1.176635e+002 1.186041e+002 1.195447e+002 1.204853e+002 1.21425ge+002 1.223665e+002 1.233071e+002 1. 2424 76e+002 1.251882e+002 1.261288e+002 1.270694e+002 1.280100e+002 1.290080e+002 1.300060e+002 1.310040e+002 1.320Q20e+002 1.330000e+002 1.330000e+002 1.340000e+002 1.340000e+002 ;L.3400QOe+002 L340000e+'002 1.340000e+002 " 1.040212e+002 1.044567e+002 1.049233e+002 1.054223e+002 1.059535e+002 1. 065175e+002 1.071151e+002 1. 077470e+002 1.084138e+002 1.091166e+002 1.098563e+002 1.106338e+002 1.114504e+002 1.123071e+002 1.132055e+002 1.14146ge+002 1.151330e+002 1.161656e+002 1. 172466e+002 1.183782e+002 1.196435e+002 1.209725e+002 1.22368ge+002 1.238370e+002 1.253816e+002 1.269347e+002 1.270344~+002 1.284264e+002 1.298814e+002 1.3i4041e+002 1.,,330000e+002 8.347678e+001 8.504400e+001 8.661376e+001 8.818353e+001 8.97532ge+001 9.132306e+001 9.289282e+001 9.44625ge+001 9.603235e+001 9.760212e+001 9.917188e+001 1. 007416e+002 1.023114e+002 1.038812e+002 1.05450ge+002 1.070207e+002 1.085905e+002 1.101602e+002 1.117300e+002 1.134040e+002 . 1.150780e+002 1.167520e+002 1.184260e+002 1.201000e+002 1.217000e+002 1.218000e+002 1.23164'Oe+002 1. 245280e+002 1.258920e+002 1.272560e+002 1.280783e+002 1.110817e+002 1.120200e+002 1.129606e+002 1.139012e+002 1.148418e+002 1.157824e+002 1. 16722ge+002 1.176635e+002 1.186041e+002 1.195447e+002 1. 204 853e+002 1.21425ge+002 1.223665e+002 1.233071e+002 1. 24247 6e+002 1.251882e+002 1.261288e+002 1.270694e+002 1.280100e+002 1.290080e+002 1.300060e+002 1.310040e+002 1.320020e+002 1.330000e+002 1.330000e+002 1.340000e+002 1.340000e+002 1.340000e+002 1.340000e+002 1.340000e+002 1.340000e+002 1.044567e+002 1.049233e+002 1.054223e+002 1.059535e+002 1. 065175e+002 1.071151e+002 1. 0774 70e+002 1.084138e+002 1.091166e+002 1.098563e+002 1.106338e+002 1.114504e+002 1.123071e+002 1.132055e+002 1.14146ge+002 1.151330e+002 1.161656e+002 1.172466e+002 1.183782e+002 1. 196435e+002 1.209725e+002 1.22368ge+002 1.238370e+002 1.253816e+002 1.269347e+002 1.270344e+002 1.284264e+002 1. 298814e+00~ 1.314041e+002 1.33.0000e+002 1.340000e+002 6.377380e+000 6.864745e+000 7.321518e+000 7.747085e+000 8.140115e+000 8.499965e+000 8.825937e+000 9.11726ge+000 9.373132e+000 9.592621e+000 9.774751e+000 9.918448e+000 1.002254e+001 1.008573e+001 1.010663e+001 1.008367e+001 1.001517e+001 9.899231e+000 9.733788e+000 9.505874e+000 9.207164e+000 8.842970e+000 8.40929ge+000 7.901594e+000 6.851555e+000, 6.515493e+000 6.277236e+000 4.854288e+000 3.36604'Oe+000 1.807457e+00b 5.0370,16e-001 ------------------- 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 ======================================================================================================================== 1 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 2 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 3 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 4 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O;OOOOe+OOO O.OOOOe+OOO 5 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+00O O.OOOOe+OOO O.OOOOe+OOO 6 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 7 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 8 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 9 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 10 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1. OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 11 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 12 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 13 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.00GOe+OOO O.OOOOe+OOO O.OOOOe+OOO 14 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 15 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 16 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 17 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 18 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO i.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 19 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+060 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 20 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 21 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 22 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 23 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 24 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO Q.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+O.OO O.OOOOe+OOO 25 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+00O O.OOOOe+OOO O.OOOOe+OOO 2·6 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+aoo O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 27 O.OOOOe+OOO O.OOOOefOOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+00O O.OOOOe+OOO O.OOOOe+OOO 28 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 29 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe.+OOO O.OOOOe+OOO 30 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 6.0000e+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO 31 O.OOOOe+OOO O.OOOOe+QOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO ------------------- SL# Weight Pore Water Alpha Force Fn. Seismic F Seismic Y Pore Air Phi B Liquified ===================================================================================================================== 1 1.1994e+003 O.OOOOe+OOO 1.5530e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 2 1.2910e+OO3 O.OOOOe+OOO 1. 657ge+OOl 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 3 1.3792e+003 O.OOOOe+OOO 1.7634e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 4 1.4593e+003 O.OOOOe+OOO 1. 8696e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 5 1.5334e+003 O.OOOOe+OOO 1.9765e+OOl 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 6 1.6012e+003 O.OOOOe+OOO 2.0841e+00l 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 7 1.6626e+003 O.OOOOe+OOO 2.1925e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 8 1. 7174e+003 O.OOOOe+OOO 2.3017e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 9 1. 7656e+003 O.OOOOe+OOO 2.4118e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 10 1.8070e+003 O.OOOOe+OOO 2.522ge+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 11 1.8413e+003 O.OOOOe+OOO 2.6350e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 12 1. 8684e+003 O.OOOOe+OOO 2.7482e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 13 1.8880e+003 O.OOOOe+OOO 2.8626e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 14 1. 899ge+003 O.OOOOe+OOO 2. 9782e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 15 1.9038e+003 O.OOOOe+OOO 3.0952e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 16 1. 8995e+003 O.OOOOe+OOO 3.2136e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 17 1.8866e+003 O.OOOOe+OOO 3.3336e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 18 1.8647e+003 O.OOOOe+OOO 3.4553e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 19 1.8336e+003 O.OOOOe+OOO 3.5788e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 20 1. 9095e+0,03 O.OOOOe+OOO 3.7084e+00l 1. OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 21 1. 8495e+003 O.OOOOe+OOO 3.8446e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 22 1. 7764e+003 O.OOOOe+OOO 3.9834e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 23 1.6893e+OO3 O.OOOOe+OOO 4.1250e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 24 1.5873e+003 O.OOOOe+OOO 4.2698e+OOl 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 25 1.3155e+003 O.OOOOe+OOO 4.4147e+00l 1. OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 .26 7.8186e+00l O.OOOOe+OOO 4.4910e+00l 1. OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 27 1. 0275e+003 O.OOOOe+OOO 4.5582e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOE?+OOO O.OOOOe+OOO 0 28 7. 9455.e+002 O.OOOOe+OOO 4.684ge+00l 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 29 5.5095e+002 O.OOOOe+OOO 4.8147e+00l 1.OOOOe+000 ,0.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 30 2.9584e+002 O.OOOOe+OOO 4.947ge+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 31 4.970ie+00l O.OOOOe+o.OO 5.0570e+OOl 1.0000e+OOO O.OOOOe+OOQ O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 ------------------- Bishop_Method_Fm= 1.5890687 Applied_Larobda= 0.0000 SL# Normal M ShearMob Phi_Angle Cohesion SideLeft ShearLeft SideRight ShearRight =============================================================================?============================= 1 1.0794e+003 5.9691e+002 3.0000e+00l 2.0000e+002 1.1694e+003 O.OOOOe+OOO -1.4690e+003 O.OOOOe+OOO 2 1.1607e+OO3 6.2754e+002 3.0000e+00l 2.0000e+002 1.4690e+003 O.OOOOe+OOO -1.7535e+003 O.OOOOe+OOO 3 1.2388e+OO3 6.5740e+002 3.0000e+OOl 2.0000e+002 1.7535e+003 O.OOOOe+OOO -2.0197e+003 O.OOOOe+OOO 4 1.3097e+003 6.8442e+OO2 3.0000e+OOl 2.0000e+OO2 2.0197e+003 O.OOOOe+OOO -2.2640e+003 O.OOOOe+OOO 5 1. 3751e+003 7.0956e+002 3.0000e+OOl 2.0000e+002 2.2640e+003 O.OOOOe+OOO -2.4831e+003 O.OOOOe+OOO 6 1.4351e+003 7.3281e+OO2 3.0000e+OOl 2.0000e+002 2.4831e+003 O.OOOOe+OOO -2.6745e+OO3 O.OOOOe+OOO 7 1. 4895e+003 7.5415e+002 3.0000e+00l 2.0000e+002 2.6745e+003 O.OOOOe+OOO -2.8357e+003 O.OOOOe+OOO 8 1.5383e+003 7.7357e+002 3.000·Oe+OOl 2.0000e+002 2.8357e+003 O.OOOOe+OOO -2.9646e+003 O.OOOOe+OOO 9 1.5814e+003 7.9103e+002 3.0000e+00l 2.0000e+002 2.9646e+003 O.OOOOe+OOO -3.0594e+003 O.OOOOe+OOO 10 1.6186e+003 8.064ge+002 3.0000e+00l 2.0000e+002 3.0594e+003 O.OOOOe+OOO -3.1188e+003 0.00006'+000 11 1.6498e+003 8.1991e+002 3.0000e+00l 2.0000e+002 3.1188e+003 O.OOOOe+OOO -3.1415e+003 O.OOOOe+OOO 12 1. 674ge+003 8.3123e+002 3.0000e+00l 2.0000e+002 3.1415e+003 O.OOOOe+OOO -3.1270e+003 O.OOOOe+OOO 13 1.6935e+0:03 8.4038e+002 3.0000e+00l 2.0000e+002 3.1270e+003 O.OOOOe+OOO -3.0748e+003 O.OOOOe+OOO 14 1.7055e+003 8.472ge+002 3.0000e+00l 2.0000e+002 3.0748e+003 O.OOOOe+OOO -2.9852e+OO3 O.OOOOe+OOO 15 1.7105e+003 8.5186e+002 3.0000e+00l 2.0000e+002 2.9852e+003 O.OOOOe+OOO -2.8586e+OO3 O.OOOOe+OOO 16 1.7083e+003 8.5398e+002 3.0000e+OOl 2.0000e+002 2.8586e+003 O.OOOOe+OOO -2.6962e+003 O.OOOOe+OOO 17 1.6983e+003 8.5353e+002 3.0000e+00l 2.0000e+002 2.6962e+003 O.OOOOe+OOO -2.4996e+003 O.OOOOe+OOO 18 1.6802e+003 8.5036e+002 3.0000e+00l 2.0000e+002 2.4996e+003 O.OOOOe+OOO -2.2711e+003 O.OOOOe+OOO 19 1.6535e+003 8.4430e+002 3.0000e+00l 2.0000e+002 2.2711e+003 O.OOOOe+OOO -2.0135e+003 O.OOOOe+OOO 20 1.7228e+OO3 8.9006e+002 3.0000e+001 2.0000e+002 2.0135e+003 O.OOOOe+OOO -1.7112e+003 O.OOOOe+OOO 21 1. 6687e+003 8.7528e+002 3.0000e+001 2.0000e+002 1.7112e+003 O.OOOOe+OOO -1.3860e+003 O.OOOOe+OOO 22 1.6012e+003 8.5613e+002 3.0000e+001 2.0000e+002 1.3860e+003 O.OOOOe+OOO -1.0448e+003 O.OOOOe+OOO 23 1.5191e+003 8.321ge+002 3.0000e+001 2.0000e+002 1. 0448e+003 O.OOOOe+OOO -6.9583e+002 O.OOOOe+OOO 24 1.4210e+003 8.0297e+002 3.0000e+00'l 2.0000e+002 6.9583e+002 O.OOOOe+OOO -3.492ge+002 O.OOOOe+OOO 25 1.1554e+003 7.0044e+002 3.0000e+00l 2.0000e+002 3.492ge+002 O.OOOOe+OOO -7.1458e+001 O.OOOOe+OOO 26 6.8130e+00l 4.2525e+001 3.0000e+OOl 2.0000e+002 7.1458e+001 O.OOOOe+OOO -5.4978e+001 O.OOOOe+OOO 27 8.8956e+002 5.684ge+002 3.0000e+OOl 2.0000e+002 5.4978e+001 O.OOOOe+OOO 1. 6211e+002 O.OOOOe+OOO 28 6.4537e+002 4.8550e+002 3.0000e+00l 2.0000e+002 -1.6211e+002 O.OOOOe+OOO 2.8294e+002 O.OOOOe+OOO 2.9 3.8402e+002 3.96S3e+002 3.0000e+00l 2.0000e+002 -2.8294e+002 O.OOOOe+OOO 2.8908e+002 O.OOOOe+OOO 30 1.0330e+002 3.0176e+002 3.0000e+001 2.0000e+002 -2.8908e+002 O.OOOOe+OOO 1. 5965e+002 O.OOOOe+OOO 31 -8.6967e+001 1. 3625e+002 2.6000e+00l 2.0000e+002 -1.5965e+002 O.OOOOe+OOO -3.1142e-009 O.OOOOe+OOO Slip--,Surface_Surnmary Analysis Volume Weight Res Moment Act Moment Res Force Act Force FOS ========~================================================================================================== Bishop Method 3.7688e.+002 4.5226e+004 3.0610e+006 1.~263e+OO6 1.5890687 ------------------- •• ... , .... .. .. . . -.... ~\ ... . ~~\ •..... ~ .. . ,~\ ·f9'j, ••........ '~'r .~~'\.. • ~. • --,~,-~ , ~'!~ ••• ..~ '.. • \'~\'. ,\" . . ~~~;.. e;~".. ...... • ~~,.,.~'!, ••• , •.•••• ·f.:\~\~\\~~~.1.20 •• ~ ••• . ",\~,~\, ~~\,;,\ . . . . . . . . .. . .~~~,~ ..... ~ .... ~?~~·~\t·· •.•••••• It."-e', i ~. 'Of;),\\,. •• , • • · ' .. ~~ .\~,~~,~. ···.,··.It • :<t:'"" '"",,,\.. • .... .. . ~~~~~~ ... -•• \.~~l. .. ••• N':. .~' • • j.\- Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall File Name: Cove Dr. Lot 13 High Water Seismic.slz Last Saved Date: 10/3112002 Analysis Method: Bishop Seismic Coefficient = 0.15g Factor of Safety: 1.2 Scale = 1" : 20' Santiago Formation (Tsa) Artificial Fill (Afo) Unit Weight: 120 Unit Weight: 120 Cohesion : 200 Cohesion : 200 Phi: 30 Phi:26 ------------------- 4 ~A{~. ~'I;_C~,)(\i" -'!'~~\ \X \ \ :,.-"" ~""\;,,\-\-\'J).y\ \ 'v~ .. :\\:\),\).\\;~\\\V~, \ \X-\ \ \\-': \ ,,-~.'0\ \ \~ \\ \ ;.;<\ \ ..... ..>( \ \ ).. ... :.; .. -\ \ At ,~\\-\-\i-\\\)\\\r\~, \¢-I\ \\"Z \ \-\.--\" \).-'\ _'}~1 \\\ \-V('~:-'. \-\\\-\\-u ._0:" UrI \ _'~ ->( '. \ _V:\ '. 76 '. \)~~'_ '\ LY--\ \ ' •• 1iI!" "",,, .. "\ \ , .... .. \-\ \ )\_>;-'. '. .... k , ''.(\' \ ~J,-r \'(V:.-",V • Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall File Name: Cove Dr. Lot 13 High Water Seismic.~ Last Saved Date: 10/30/2002 Analysis Method: Bishop (with Ordinary & Janbu) Santiago Formation (Tsa) Artificial Fill (Afo) Unit Weight: 120 Unit Weight: 120 Cohesion : 200 Cohesion : 200 Phi :30 Phi :26 -------------------Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall DATESTAMP 10/29/2002 TIMESTAMP 3:56:49 PM Center X Center Y Radius Slip_Surface Method ============================================================================== 5.906667e+001 1.917000e+002 9.061126e+001 2822 1 SL# X Left Y_L_Top Y L Bottom X_Right Y_R_Top Y R Bottom Mid_Height ============================================================================================================ 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 8.190940e+001 8.347670e+001 8.504400e+001 8.661376e+001 8.818353e+001 8.97532ge+001 9.132306e+001 9.289282e+001 9.44625ge+001 9.603235e+001 9.760212e+001 9.917188e+001 1. 007416e+002 1.023114e+002 1.038812e+002 1.05450ge+002 1.070207e+002 1.085905e+002 1.101602e+002 1.117300e+002 1.134040e+002 1.150780e+002 1.167520e+002 1.184260e+002 i.201000e+002 1. 217000e+002 1. '218000e+002 1.233734e+002 1. 24 94 68~+002 1.265202e+002 1.280935e+002 1.101432e+002 1.110816e+002 1.120200e+002 1.129606e+002 1.139012e+002 1.148418e+002 1.157824e+002 1.16722ge+002 1.176635e+002 1.186041e+002 1.195447e+002 1.204853e+002 1.21425ge+002 1.223665e+002 1.233071e+002 1.242476e+002 1.251882e+002 1.261288e+002 1.270694e+002 1.280100e+002 1.290080e+002 1.300060e+002 1.310040e+002 1.320020e+002 1.330000e+002 1.330000e+002 1.340000e+002 1.340000e+002' 1.:?40000e+002 1.340000e+002 1.340000e+002 1.040153e+002 1.044386e+002 1.048923e+002 1.053776e+002 1.058944e+002 1.064431e+002 1.070246e+002 1.076394e+002 1.082882e+002 1.08971ge+002 1.096913e+002 1.104475e+002 1.112413e+002 1.120740e+002 1.129468e+002 1.138611e+002 1.148182e+002 1.15819ge+002 1.16867ge+002 1.179642e+002 ,1.19188ge+002 1. 2047 41e+002 1.21822ge+002 1.232393e+002 1.247274e+002 1.. 2,62213e+002 1. 263171e+002 1. 27863ge+002 1.294890e+002 1.311985e+002 1.330000e+002 8.347670e+001 8.504400e+001 8.661376e+001 8.818353e+001 8.97532ge+001 9.132306e+001 9.289282e+001 9.44625ge+001 9.603235e+001 9.760212e+001 9.917188e+001 1. 007416e+002 1.023114e+002 1.038812e+002 1.05450ge+002 1.070207e+002 1.085905e+002 1.101602e+002 1.117300e+002 1.134040e+002 1.150780e+002 1.167520e+002 1.184260e+002 1.201.OOOe+002 1.217000e+002 1.218000e+OQ2 1.23~734e+002 1. 2494 68e+002 1.265202e+002 1. 280935e+002 1. 28 9316e+002 1.110816e+002 1.120200e+002 1.129606e+002 1.139012e+002 1.148418e+002 1.157824e+002 1.16722 ge+002 1.176635e+002 1.186041e+002 1.195447e+002 1. 204853e+002 1.21425ge+002 1.223665e+002 1.233071e+002 1.242476e+002 1.251882e+002 1.261288e+002 1.270694e+002 1.280100e+002 1.290080e+002 1.300060e+002 1.310040e+002 1.320.o20e+002 1.330000e+002 1.330000e+002 1.340000e+002 1.340000e+002 J,. ~4.0000e+002 1.340000e+002 1.340000e+002 1.340000e+002 1.044386e+002 1.048923e+002 1.053776e+002 1.058944e+002 1.064431e+002 1. 070246e+002 1.076394e+002 1.082882e+002 1.08971ge+002 1.096913e+002 1.104475e+002 1. 112413e+002 1.120740e+002 1.129468e+002 1. 138 611e+002 1.148182e+002 1.15819ge+002 1. 16867ge+002 1.179642e+002 1.19188ge+002 1.204741e+002 1.21822ge+002 1.232393e+002 1. 24727 4e+002 1.262213e+002 1.263171e+002 1.27863ge+002 1.294890e+002 1.311985e+002 1.330000e+0'02 1.340000e+002 6.389234e+000 6.88917ge+000 7.359250e+000 7.798874e+000 8.206761e+000 8.582315e+000 8.924885e+000 9.233765e+000 9.508186e+000 9.747313e+000 9.950236e+000 1.011596e+001 1.024341e+001 1.033141e+001 1. 037867e+001 1.038377e+001 1.034516e+001 1.026115e+001 1.012986e+0,01 9.939805e+000 9.683236e+000 9.364672e+000 8.980574e+000 8.526931e+000 7.534728e+000 7.230880e+000 6.918933e+000 5.333704e+000 3 ~ 6672.3ge+000 1.912726e+000 5.036561e-001 I I I I I I I I, I I I I I I I I I I II II >< II 0006000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 III '0 II CUI o HI (I) ~ >< '0 1 ctl o Hill ~ II II II II :x: II '0 III ctl II o II H II III ~II II " II II II ><1 '01 ctl o ~I :x: I '0 CU o ~III II " *11 H II (1)11 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 00000000000000000000000000000'00 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 OOOOOOOOOOOOOOOOOOOOOO~OOOOOOOO +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOQ 0000000000000000000000000000000 0000000000000000000000000000000 MMMMMMMMMMMMMMMMMMMMMMMMrlrlMrlMrlM 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0600000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000090000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 ooooooooooooooooooooooooooooobo +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000006000 . .. 0000000000000000000000000000000 0000000000000000000000000000000 00000000000000qooooo00000000000 0000000000000000000000000000000 +++++++++++++++++++++++++++++++ ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 0000000000000000000000000000000 MN~~~~~romoMN~~~~~romoMN~~~~~~mOM MMMMMMrlMrlMNNNNNNNNNN~~ - -,---'-,----- -- ---._' --SL# Weight Pore Water Alpha Force Fn. Seismic F Seismic Y Pore Air Phi B Liquified ===================================================================================================================== 1 1. 20l7e+003 O.OOOOe+OOO 1. 5115e+001 1.0000e+000 -1.8025e+002 1.0742e+002 O.OOOOe+OOO O.OOOOe+OOO 0 2 1.2957e+003 O.OOOOe+OOO 1.6144e+001 1.0000e+000 -1.9435~+002 1.0811e+002 O.OOOOe+OOO O.OOOOe+OOO 0 3 1.3863e+003 O.OOOOe+OOO 1.7l7ge+001 1.0000e+000 -2.0794e+002 1. 0881e+002 O.OOOOe+OOO O.OOOOe+OOO 0 4 1.4691e+003 O.OOOOe+OOO 1.8221e+001 1.0000e+000 -2.2036e+002 1.·0953e+002 0.0000\3+000 O.OOOOe+OOO 0 5 1.545ge+003 O.OOOOe+OOO 1.9270e+001 1.0000e+000 -2.318ge+002 1.1027e+002 O.OOOOe+OOO O.OOOOe+OOO 0 6 1.6167e+003 O.OOOOe+OOO 2.0325e+001 1.0000e+000 -2.4250e+002 1.1102e+002 O.OOOOe+OOO O.OOOOe+OOO 0 7 1. 6812e+003 O.OOOOe+OOO 2.1387e+001 1.0000e+000 -2.5218e+002 1.117ge+002 O.OOOOe+OOO O.OOOOe+OOO 0 8 1.7394e+003 O.OOOOe+OOO 2.2457e+001 1.0000e+000 -2.6091e+002 1.1258e+002 O.OOOOe+OOO O.OOOOe+OOO 0 9 1.7911e+003 O.OOOOe+OOO 2.3535e+001 1.0000e+000 -2.6866e+002 1.1338e+002 O.OOOOe+OOO O.OOOOe+OOO 0 10 1.8361e+003 O.OOOOe+OOO 2.4623e+001 1.0000e+000 -2.7542e+002 1.1420e+002 O.OOOOe+OOO O.OOOOe+OOO 0 11 1.8743e+003 O.OOOOe+OOO 2.571ge+001 1.0000e+000 -2.8115e+002 1.1504e+002 O.OOOOe+OOO O.OOOOe+OOO 0 12 1.9056e+003 O.OOOOe+OOO 2.6827e+001 1.0000e+000 -2.8583e+002 1.1590e+002 O.OOOOe+OOO O.OOOOe+OOO 0 13 1.9296e+003 O.OOOOe+OOO 2.7945e+001 1.0000e+000 -2.8944e+002 1.1677e+002 O.OOOOe+OOO O.OOOOe+OOO 0 14 1.9461e+003 O.OOOOe+OOO 2.9074e+001 1.0000e+000 -2.9192e+002 1.l767e+002 O.OOOOe+OOO O.OOOOe+OOO 0 15 1.9550e+003 O.OOOOe+OOO 3.0216e+001 1.0000e+000 -2.9326e+002 1.185ge+002 O.OOOOe+OOO O.OOOOe+OOO 0 16 1. 9560e+00.3 O.OOOOe+OOO 3.1372e+001 1.0000e+000 -2.9340e+002 1. 1953e+002 O.OOOOe+OOO O.OOOOe+OOO 0' 17 1. 9487e+0'03 O.OOOOe+OOO 3.2542e+001 1.0000e+000 -2.9231e+002 1. 204ge+002 O.OOOOe+OOO O.OOOOe+OOO 0 18 1.932ge+003 0.0000e+000 3.3728e+001 1.0000e+000 -2.8994e+002 1. 214 7e+002 O.OOOOe+OOO O.OOOOe+OOO 0 19 1.9082e+003 O.OOOOe+OOO 3.4930e+001 1.0000e+000 -2.8623e+002 1. 224 7e+002 O.OOOOe+OOO O.OOOOe+OOO 0 20 1.9967e+003 O.OOOOe+OOO 3.6191e+001 1.0000e+000 -2.9951e+002 1.2354e+002 O.OOOOe+OOO O.OOOOe+OOO 0 21 1.9452e+003 O.OOOOe+OOO 3.7514e+001 1.0000e+000 -2.9178e+002 1.2467e+002 O.OOOOe+OOO O.OOOOe+OOO 0 22 1.8812e+003 O.OOOOe+OOO 3.8861e+001 1.0000e+000 -2.8218e+002 1. 2582e+002 O.OOOOe+OOO O.OOOOe+OOO 0 23 1.8040e+003 O.OOOOe+OOO 4.0234e+001 1.0000e+000 -2.7060e+002 1.2701e+002 O.OOOOe+OOO O.OOOOe+OOO 0 24 1. 712ge+003 O.OOOOe+OOO 4.1635e+001 1.0000e+000 -2.5693e+002 1.2824e+002 O.OOOOe+OOO O.OOOOe+OOO 0 25 1.4467e+0,03 O.OOOOe+OOO 4.3036e+001 1.0000e+000 -2.1700e+002 1.2923e+002 O.OOOOe+OOO O.OOOOe+OOO 0 26 8.6771e+001 O.OOOOe+OOO 4.3771e+001 1.0000e+000 -1.3016e+001 1.2988e+002 O.OOOOe+OOO O.OOOOe+OOO 0 27 1.3063e+003 O.OOOOe+OOO 4.4513e+001 1.0000e+000 -1.9595e+002 1. 3054e+002 O.OOOOe+OOO O.OOOOe+OOO 0 28 1.0070e+003 O.OOOOe+OOO 4.5926e+001 1.0000e+000 -1.5106e+002 1.3133e+002 O.OOOOe+OOO O.OOOOe+OOO 0 29 6.9240e+002 O.OOOOe+OOO 4.7375e+001 1.0DOOe+000 -1.0386e+002 1.3217e+002 O.OOOOe+OOO O.,OOOOe+OOO 0 30 3. 6113e+002 O.OOOOe+OOO 4.8866e+001 1.0000e+000 -5.4170e+001 1.3304e+002 O.OOOOe+OOO O:OOOOe+OOO 0 31 5.0651e+001 O.OOOOe+OOO 5.0035e+001 1.0000e+000 -7.5977e+000 1.3375e+002 O.OOOOe+OOO O.OOOOe+OOO 0 -------------------Bishop Method Fm= 1.1987479 SL# Normal M-ShearMob Applied Lambda= 0.0000 Phi_Angle ~Cohesion SideLeft ShearLeft SideRight ShearRight ================================================================~========================================== 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 1. 0374e+003 1. 1155e+003 1.1901e+003 1.2576e+003 1.3197e+003 1.3764e+003 1. 4276e+003 1.4733e+003 1.5135e+003 1.547ge+003 1.5767e+003 1.5995e+003 1.6163e+003 1.626ge+OD3 1.·6310e+003 1.6284e+003 1.6187e+003 1.6017e+003 1.5770e+003 1. 6447e+003 1.5955e+003 1.5348e+0.03 1.4616e+003 1.3747e+003 1.1324e+003 6.7224e+001 9.9990e+002 7.084ge+002 3.9636e+00? 6.0617e+001 -1.2123e+002 7.7052e+002 8.094ge+002 8.4732e+002 8.8144e+002 9.1307e+002 9.4221e+002 9.6885e+002 9.929ge+002 1. 0146e+003 1.0336e+003 1.0501e+003 1.063ge+003 1. 074 ge+003 1.0832e+003 1.0886e+003 1.0910e+003 1.0903e+003 1.0863e+003 1.0790e+003 1.1382e+003 1.1205e+003 1.097ge+003 1. '0698e+003 1.0358e+003 9.1062e+002 5.5482e+001 8.4971e+002 7.1862e+002 5.7854e+002 4.2826e+002 1.6836e+002 Slip Surface Summary Analysis -Volume 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 3.0000e+001 2.6000e+001 Weight 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 . 2. 0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2 .. 0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 1. 1716e+003 1.4905e+003 1. 7905e+003 2.0687e+003 2.3216e+003 2.5464e+003 2.7406e+003 2.9021e+003 3.0291e+003 3.1201e+003 3.1738e+003 3.1897e+003 3.1671e+003 3.1061e+003 3.0071e+003 2.870ge+003 2.6988e+003 2.4926e+003 2.2547e+003 1.9882e+003 1.6766e+003 1.3425e+003 9.9226e+002 6.3386e+002 2.7661e+002 -1.287ge+001 -3.0201e+001 -2.8825e+002 -4.2007e+002 -4.0050e+002 -2.0102e+002 Res ~oment Act Moment O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOO~+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0.0000e+000 Res 'Force -1.4905e+003 -1.7905e+003 -2.0687e+003 -2.3216e+003 -2.5464e+003 -2.7406e+003 -2.9021e+003 -3.0291e+003 -3.1201e+003 -3.1738e+003 -3.1897e+003 -3.1671e+003 -3.1061e+003 -3.0071e+003 -2.870ge+003 -2.6988e+003 -2.4926e+003 -2.2547e+003 -1.9882e+003 -1.6766e+003 -1.3425e+003 -9.9226e+002 -6.3386e+002 -2.7661e+002 1.287ge+001 3.0201e+001 2.8825e+002 4.2007e+002 4.0050e+002 2.0102e+002 -3.1244e-009 Act Force O.OOOOe+OOO O.OOOOe+OOO o .'OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO FOS ============================~===================================~========================================== Bishop Method 3.9342e+002 4.7211e+004 3.0472e+006 2~541ge+006 1.1987479 ------------------- • • \' ~(: ::~ .• :(.j., .,. \'~ .. ~~ ~?;~~) ~:.... ~. • I.,", ~ •• ~ ~'~ '-~.. ~ .. \~~:x.f;~:~l f:::. '~~ .. J; .. \ ~ IT( •••• :. o\,~~., ~~~ ~ r.... . ~\ £]r >7i ' ••••• if·\ • '(1;.-• -~ ,~1 A6-•• ~ • . -. '{/" .. -.-.-.. -•• • •••• •• • Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall File Name: Cove Dr. Lot 13 High Water Temporary.sl: Last Saved Date: 10/31/2002 Analysis Method: Bishop Factor of Safety: 1.46 Scale = 1" : 20' Santiago Formation (Tsa) Artificial Fill (Afo) Unit Weight: 120 Unit Weight: 120 Cohesion : 200 Cohesion : 200 Phi: 30 Phi:26 -------------------Cove Drive Lot 13, Carlsbad, CA Stability Analysis of Proposed Retaining Wall File Name: Cove Dr. Lot 13 High Water Temporary. Last Saved Date: 10/30/2002 Analysis Method: Bishop (with Ordinary & Janbu) Scale = 1": 20' Santiago Formation (Tsa) Artificial Fill (Afo) Unit Weight: 120 Unit W.eight: 120 Cohesion : 200 Cohesion : 200 Phi:30 Phi:26 -.---- -- - - - - ------- - Cove Drive Lot 13, Carlsbad, cA Stability Analysis of Proposed Retaining Wall DATESTAMP 10/29/2002 TIMESTAMP 3:54:15 PM Center X Center Y Ra<;iius Slip_Surface Method =================================================================~============ 7.640000e+00l 1.150000e+002 1.215131e+00l 1082 1 SL# X Left Y_L_Top Y L Bottom X_Right Y_R_Top Y R Bottom Mid_Height ============================================================================================================ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 i7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8.191346e+00l 8.203900e+00l 8.225364e+OOl 8.24682ge+00l 8.268293e+00l 8.289757e+OOl 8.311221e+00l 8.332686e+00l 8.354150e+00l 8.375614e+OOl 8.39707ge+OOl 8.418543e+OOl 8.440007e+OOl 8.461471e+OOl 8.482936e+OOl 8.504400e+OOl 8.526112e+OOl 8.547823e+OOl 8.569535e+OOl 8.591247e+OOl 8.612958e+OOl 8.634670e+OOl 8.656381e+OOl 8.678093e+OOl 8.699805e+OOl 8.721516e+001 8.743228e+OOl 8.764·940e+00l 8.786651e+001 8.808363e+001 8. 8300:]4e+001 1. 041715e+002 1.090000e+002 1.092157e+002 1.094314e+002 1.096471e+002 1.09862ge+002 1.100786e+002 1.102943e+002 1.105100e+002 1.107257e+002 1.109414e+002 1.111571e+002 1. 11372ge+002 1. 115886e+002 1.118043e+002 1.120200e+002 1.121501e+002 1.122802e+002 1.124103e+002 1.125404e+002 1.126705e+002 1.1280Ci6e+002 1.129307e+002 1.130608e+002 1. 131908.e+0.02 1.13320ge+002 1.134510e+002 1. 135811e+002 1. 137112e+002 1. 13'8413e+002 1.139714e+002 1. 041715e+002 1.042364e+002 1.043516e+002 1. 044724e+002 1.045991e+002 1.047318e+002 1.048708e+002 1.050164e+002 1.051688e+002 1.053283e+002 1.054954e+002 1.056704e+002 1.058538e+00~ 1.060461e+002 1.062478e+002 1.064598e+002 1.066853e+002 1.06922ge+002 1.071737e+002 1.074391e+002 1.077206e+002 1.080202e+002 1. 083403e+002 1.086841e+002 1.090556e+002 1. 094 605e+002 1.0990E?6e+002 1.10405ge+002 1.109784.e+002 1.116613e+002 1.125451e+002 8.203900e+001 8.225364e+00l 8.24682ge+00l 8.268293e+001 8.289757e+00l 8.311221e+00l 8.332686e+00l 8.354150e+00l 8.375614e+00l 8.39707ge+00l 8.418543e+00l 8.440007e+00l 8.461471e+00l 8.482936e+00l 8.504400e+00l 8.526112e+001 8.547823e+001 8.569535e+00l 8.591247e+001 8.612958e+001 8.634670e+00l 8.656381e+001 8.678093e+001 8. 699805e.+001 8.721516e+00l 8.743228e+00l 8.764·9·40e+00l 8.786651e+001 8.808363e+001 8.830074e+OOl 8.851786e+00l 1.090000e+002 1.092157e+002 1.094314e+002 1.096471e+002 1.09862ge+002 l.i00786e+002 1.102943e+002 1.105100e+002 1.107257e+002 1.109414e+002 1. 111571e+002 1.11372ge+002 1. 115886e+002 1.118043e+002 1.120200e+002 1.121501e+002 1.122802e+002 1.124103e+002 1.125404e+002 1.126705e+002 1.128006e+002 1.129307e+002 1.130608e+002 1.131908e+002 1.13320ge+002 1.134510e+002 1. 135811e+002 1. 137112e+OQ2 1. 138413e+'002 1. 139714e+002 1.141015e+002 1.042364e+002 1.043516e+002 1. 044 724e+002 1.045991e+002 1. 04 7318e+002 1. 048708e+002 1.050164e+002 1.051688e+002 1.053283e+002 1.054954e+002 1.056704e+002 1.058538e+002 1. 060461e+002 1.06247-8e+002 1.064598e+002 1.066853e+002 1.06922ge+002 1.071737e+002 1.074391e+002 1.077206e+002 1.080202e+002 1.083403e+002 1.086$41e+Op2 1.090556e+002 1.094605e+002 1.099066e+002 1.10405ge+002 1.109784e+002 1. 116613e+002 1.125451e+002 1. 141015e+002 2.382053e+000 4.814590e+000 4.912303e+OOO 5.004285e+000 5.090330e+OOO 5.170210e+000 5.243678e+000 5.310456e+000 5.370237e+000 5.422682e+000 5.467407e+000 5.503984e+000 5.531930e+000 5.550696e+000 5.559654e+000 5.51398ge+000 5.412657e+000 5.298675e+000 5.17083ge+000 5.027703e+000 4.867511e+000 4.688086e+000 4.486676e+000 4.25971ge+000 4.002453e+000 3.708266e+QOO 3.367481e+OOO 2.964882e+OOO 2.47384ge+OOO 1.838714e+OOO 8.887512e-001 - - - - - ---, -- - - -- - - - - - 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 ======================================================================================================================== 1 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 2 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 3 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 4 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 5 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 6 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 7 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 8 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 9 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 10 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 11 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 12 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 13 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO. O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 14 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 15 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 16 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 17 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 18 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 19 O.OOOOe+O'OO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 20 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO· O.OOOOe+OOO 21 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 22 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 23 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 24 O.OOOOe+OOO O.OOOOe+OOO O.OO·OOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 25 O.OOOOe+OOO 0.0000e+060 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOO,oe+OOO O.OOOOe+OOO 26 O.OOOOe+OQO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.'0000e+000 O·OOOOe+OOO O.OOOOe+OOO 27 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 28 O.OOOOe+OOO O.OOOOe+OO'O O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 29 O.OOOOe+OOO O.OO.oO~+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 30 O.OOOOe+OOO O.OO,OOe+OOO O·.OOOOe+OOO o .,0000e+000 O'.OOOOe+OOO O.O·OOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 31 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO ------------------- SL# Weight Pore Water Alpha Force Fn. Seismic F Seismic Y Pore Air Phi B Liquified ===================================================================================================================== 1 3.5885e+00l O.OOOOe+OOO 2.7320e+00l 1.0000e+000 O.OOOOe+OOO 0.0000e+000 O.OOOOe+OOO O.OOOOe+OOO 0 2 1.2401e+002 O.OOOOe+OOO 2.8224e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 3' 1.2653e+002 O.OOOOe+OOO 2.937ge+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 4 1.2890e+002 O.OOOOe+OOO 3.0547e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 5 1.3111e+002 O.OOOOe+OOO 3.1730e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 6 1. 3317e+002 O.OOOOe+OOO 3.2928e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 7 1. 3506e+002 O.OOOOe+OOO 3.4142e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 8 1. 3678e+002 O.OOOOe+OOO 3.5374e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 9 1.3832e+002 O.OOOOe+OOO 3.6626e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 10 1.3967e+002 O.OOOOe+OOO 3.7897e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 11 1.4082e+002 O.OOOOe+OOO 3.9192e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 12 1. 4177e+002 O.OOOOe+OOO 4.0510e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 13 1. 424ge+OO2 O.OOOOe+OOO 4.1855e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 14 1.4297e+OQ.2 O.OOOOe+OOO 4.322ge+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 15 1.4320e+002 O.OOOOe+OOO 4.4635e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 16 1.4366e+002 O.OOOOe+OOO 4.6084e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 17 1.4102e+002 O.OOOOe+OOO 4.7581e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 18 1.3805e+002 O.OOOOe+OOO 4.9122e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 19 1.3472e+002 O.OOOOe+OOO 5.0712e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 20 1. 309ge+002 O.OOOOe+OOO 5.235ge+00l 1.0000e+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO o .-OOOOe+OOO 0 21 1.2682e+002 O.OOOOe+OOO 5.4070e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 22 1. 2214e+002 O.OOOOe+OOO 5.5854e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 23 1.1690e+002 O.OOOOe+OOO 5.7724e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 24 1.1098e+002 O.OOOOe+OOO 5.9698e+001 1. 0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 25 1.0428e+002 O.OOOOe+OOO 6.1795e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 26 9.6615e+001 O.OOOOe+OOO 6.4048e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 27 8.7736e+001 O.OOOOe+OOO 6.6502e+00l 1. OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 28 7.7247e+001 O.OOOOe+OOb 6.922ge+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 29 6.4454e+001 O.OOOOe+OOO 7.2362e+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 30 4.7906e+001 O.OOOOe+OOO 7.6198e+00l 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 3.1 2.3155e+00l O.O~OOe+OOO 8.205ge+001 1.0000e+000 O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0 -------------------Bishop Method Fm= i.4577499 SL# Normal M-ShearMob Applied Lambda= 0.0000 Phi_Angle -Cohesion SideLeft ShearLeft SideRight ShearRight ======================================================================~=================================~== 1 2.5217e+00l 2 1.0128e+002 3 1.0317e+002 4 1.0496e+002 5 1.0663e+002 6 1.081ge+002 7 1. 0962e+002 8 1.1092e+002 9 1. 1208e+002 10 1.130ge+002 11 1.1393e+002 12 1.145ge+002 13 1.1506e+002 14 1.1530e+002 15 1.152ge+002 16 1. 1515e+0'02 17 1.1213e+002 18 1.0864e+002 19 1.0461e+002 20 9.992ge+00l 21 9.4448e+00l 22 8. 797ge+0.Ol 23 8.0254e+0>01 24 7.0890e+00l 25 5.9311e+00l 26 4.4607e+00l 27 2.5222e+00l 28 -1.7923e+000 29 -4.2988e+00l 30 -1.1775e+002 31-3.5921e+002 2.9374e+00l 7.3534e+00l 7.4656e+00l 7.5764e+00l 7.6856e+00l 7.7933e+00l 7.8997e+00l 8.0047e+00l 8.1084e+00l 8.2108e+00l 8.3120e+00l 8.411ge+00l 8.5107e+00l 8.6083e+00l 8.7047e+00l 8.8555e+00l 8.8570e+00l 8.8546e+00l 8.8476e+00l 8.8355e+00l 8.8172e+00l 8.7916e+00l 8.7571e+00l 8.7116e+00l 8.6521e+00l 8.5740e+00l 8.4704e+00l 8.3296e.+00l 8.1300e+001 7.8256e+00l 7.3488e+00l Slip surface Summary Analysis -Volume 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l 3.0000e+00l Weight 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 2.0000e+002 3.1200e-009 1.0720e+00l 1. 8074e+00l 2.279ge+.00l 2.480ge+001 2.4024e+00l 2.0368e+00l 1. 3775e+00l 4.184ge+000 -8.4544e+000 -2.4184e+00l -4.3032e+00l -6.5017e+00l -9.0136e+00l -1.1837e+002 -1. 4968e+002 -1.8381e+002 -2.1961e+002 -2.5675e+002 -2.9483e+002 -3.3334e+002 -3.7164e+002 -4.0893e+002 -4.4412e+002 -4.7577e+002 -5.0191e+002 -5.1967e+002 -5.2467e+002 -5.0967e+002 -4.609ge+002 -3.4588e+002 Res Moment Act Moment O.OOOOe+OOO o .'OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO 0.0000e+000 Res Force -1. 0720e+00l -1. 8074e+00l -2.279ge+00l -2.480ge+00l -2.4024e+00l -2.0368e+00l -1.3775e+00l -4.184ge+000 8.4544e+000 2.4184e+00l 4.3032e+001 6.5017e+00l 9.0136e+00l 1.1837e+002 1.4968e+002 1.8381e+002 2.1961e+002 2.5675e+002 2.9483e+002 3.3334e+002 3.7164e+002 4.0893e+002 4.4412e+002 4.7577e+002 5.0191e+002 5.1967e+002 5.2467e+002 5.0967e+002 4.609ge+002 3.4588e+002 -3.1204e-009 Act Force O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO O.OOOOe+OOO FOS ===============~===============~======================================================~==================== Bishop Method 3.0061e+00l 3.6074e+003 4.4681e+004· 3.0651e+004 1. 4577499