Loading...
HomeMy WebLinkAbout; Kelly Core Project; Review of Kelly Core Project; 2003-06-14STONEY-MILLER CONSULTANTS, INC. GEOTECHNICAL ENGINEERING & ENGINEERING GEOLOGY June 14, 2003 Shea Homes San Diego ProjectNo: 12215-00 10721 Treena Street Report No: 03-9012 San Diego, Califomia 92131 Attention: Mr. Paul Bames Subject: Summary of Findings Geologic and Geotechnical Engineering Review of Kelly Core Project Planning Area L Carlsbad, Califomia Gentlemen: The following report outlines our findings to date regarding our fourth party review ofthe geologic and geotechnical conditions present along the boundary between Parcel 'L' and the Kelly Core Development, Lot 163, located east of Cannon Road in the City ofCarlsbad, Califomia, It is our understanding that much ofthe site grading has been completed and that questions and concems have arisen regarding the gross slope stability ofthe site and adjacent areas. The Kelly Core site was graded during the period Febmary 26 through December 31, 2002, under the purview of Geocon, Inc. Near the completion of grading, the adjacent property owner (Callaghan) retained Geotechnics Incorporated and Leighton and Associates, Inc. to perform a second party review ofthe geotechnical conditions of Parcel 'L" and the adjacent Kelly Core Development. We understand the primary task ofthe second party review was to evaluate the slope stability ofthe graded slopes and underiying geology. In December, 2002, Shea Homes retained Christian Wheeler Engineering to perform a third party review ofthe slope stability analysis and geologic interpretations presented in the referenced reports. Our review has consisted of the following: 1. Review of geotechnical reports specific to this area and geotechnical information obtained as a result of grading operations. 2. A site visit to evaluate the existing condition and topography ofthe study area. 3. Geologic analysis of available data and preparation of geologic cross sections and plates for engineering analysis. 4. Engineering analysis of collected laboratory data. 5. Slope stability analysis. 6. Preparation ofthis report and supporting documents. 14 HUGHES, SUITE B-101 IRVINE, CA 92618-1923 (949) 380-4886 • FAX (949) 455-9371 June 14,2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 2 EXECUTIVE SUMMARY Geologic cross sections were independently prepared by Stoney- Miller Consultants, Inc. based upon existing field data. Engineering analysis was performed on these cross sections to evaluate the stability of the slopes in the study area. Geologic and engineering analysis was performed in such a manner as to minimize the use of geologic interpretation and laboratory test data questioned by other reviewers. 1. Slope stability analysis was performed utilizing continuous (non-fault dismpted) bedding plane shears and clay beds. 2. Slope stability analysis was performed including an assumed groundwater profile. 3. Slope stability analysis was performed utilizing uniform strength parameters along the failure zones. 4. Strength parameters utilized for slope stability analysis of critical sections were obtained by back-calculation ofthe conditions exposed by buttress constmction. The results of our slope stabiUty analysis indicate that the bedding paraUel shears exhibit an acceptable factor of safety against the potential of slope failure under current conditions. Our analysis ofthe upper shallow landslide also indicates an acceptable factor of safety against the potential for future slope movement under present conditions. Subsequent development may have an impact on slope stability and should be evaluated as part ofthe geotechnical review ofthe proposed development. DOCUMENT REVIEW To date, our review ofthe geologic and geotechnical conditions at the subject site and adjacent areas has included review of the following documents: • Supplemental Geotechnical Investigation and Slope Stability Analysis, Kelly Core; CT 97-16A, Lots 161 through 163, Carlsbad, Califomia, prepared by Geocon, Project No. 06800-32-02A, dated Febmary 20,2003. Final Report of Testing and Observation Services During Site Grading, Kelly Core; CT 97-16A, Archstone Pads (Lot Nos. 161 through 170) Carisbad, Califomia, prepared by Geocon Incorporated, Project No. 06800-32-02A, dated January 17, 2003. Addendum Geotechnical Review of 40-Scale Plan Revisions, Kelly Core, Tract 97-16, City ofCarlsbad, CaUfomia, prepared by Pacific Soils Engineering, Incorporated, Work Order 400607, dated October 18, 2001. June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 3 Suggested Guidelines for 3'^ Party Geotechnical Review, Kelly Ranch Planning Area L, Carisbad, Califomia, prepared by Geotechnics, Incorporated, ProjectNo. 0787-001-00, Document No. 03-0116, dated Febmary 6. 2003. Kelly Core, Carisbad, Califomia, Response to Geotechnics, Incorporated Correspondence, dated January 9, 2003, prepared by Geocon Incorporated, ProjectNo. 06800-32-02A, dated January 29, 2003. Supplemental Response Letter, Geocon Incorporated's Response to Review of Geotechnical Conditions, Kelly Ranch Planning Area L, Carlsbad, Cahfomia, prepared by Geotechnics, Inc., Project No. 0787-001-00, Document No. 03-0023, dated January 9, 2003. Kelly Core, Carisbad, Califomia, Response to Review Comments, prepared by Geocon Incorporated, Project No. 06800-32-02A, dated December 23,2002. Summary of Initial Review of Geologic and Geotechnical Conditions, Kelly Core Property, Carlsbad, Califomia, prepared by Christian Wheeler Engineering, CWE 202.842.1R, dated December 19,2002. Summary of Findings, Slope Stability Review, Kelly Ranch Planning Area L. Carlsbad, CaUfomia, prepared by Geotechnics, Incorporated, Project No. 0787-001-00, Document No. 02-1237, dated December 4, 2002. Planning Area L Stability Analysis, Kelly Ranch, Carlsbad, Califomia, prepared by Leighton and Associates, Inc., Project No. 040767-001, dated December 3, 2002. Transmittal of Boring Logs, Site Plan, Geologic Maps, Geologic Cross-Section, Laboratory Data, and Photographs, Kelly Core, Carlsbad, Califomia, prepared by Geocon Incorporated, Project No. 06800-32-02A, undated. Kelly Ranch Planned Parcel 'L' Data Package, prepared by Leighton and Associates, Inc., ProjectNo. 040767-001, dated September 10, 2002. GEOLOGY In general, the project area is underlain by sedimentary rocks of Eocene-age identified as the Santiago Formation and Quatemary landsUde debris. Locally, the Santiago Formation is comprised of interbedded sandstone, siltstone, and claystone. Observations and field measurements by other consultants, as weU as published reports, indicate that the strata generally dips west to northwest at an inclination ranging fi-om approximately 13 to 20 degrees. June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 4 Analvsis Based upon our review of the Geocon, Leighton and Associates, and Geotechnics documents, we recommend modification ofthe geologic information utilized for previous analysis. This is not to say that the previous geologic interpretations were correct or incorrect. Our intent was to provide an independent approach to our analysis ofthe geologic and engineering data. Our comments are as follows: • A review ofthe geologic map included in Geocon's final grading report, dated January 17,2003, indicates a lack of direct, on-site, confirmation as to the existence of faults on the Callaghan property. There is ample infomiation as to the existence of a regional system of generally north-south trending, east-dipping, inactive faults on the Kelly Core development. The existence of a general regional system of north-south trending faults is shown on CDMG maps and confirmed by field mapping during grading ofthe Kelly Core development. • On all ofthe cross-sections, but particularly Geocon's Cross-Sections A-A' and B-B', three faults are indicated as part of the geologic interpretation. These faults are fiirther interpreted by Geocon to have produced offsets in the Santiago Formation sedimentary strata. For discussion purposes, we will refer to the three faults as the westerly fault, the central fault, and the easteriy fault. The westerly fault, located downslope of Geocon Borings GB-l and GB-2, is shown on the geologic map presenting the as-graded conditions as observed by Geocon during grading. In addition, Geocon in Boring GB-2 and in Owen's Boring B-16 also described evidence for minor faulting. The central fault, depicted on all Geocon cross-sections, has been projected to this area from an adjacent location, off-site ofthe Callaghan property. No field mapping or aerial photo analysis revealed evidence for this faults existence on the Callaghan property. Leighton Borings LB-1 and LB-2, as well as Pacific Soils Boring PBA-9, did not identify the presence of a fault. We understand the Leighton borings were also downhole logged by representatives of Geotechnics and Geocon. None of the consultant's geologists identified the fault or fault-related features in the borings. The easteriy fault is a projection from a single attitude on a fault-like feature mapped away from the site. Leighton Boring LB-3 presents no direct evidence to support a faulted stratigraphic column. Field mapping and geologic experience obtained as a result of on-going grading operations will often provide a reasonable basis to infer the presence ofthe central June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 5 and easterly faults. However, given the absence of confirming geologic mapping from the subsurface explorations noted above, we have elected not to infer the presence ofthe central and easterly faults and the resultant offset of bedding, in our analysis. Slope stability analysis by Stoney-Miller Consultants, Inc. includes bedding offset due to the westerly fault. Likewise Geocon in their later analysis of slope stability adopted a similar approach to bedding offset as a result of faulting. • Bedding parallel shears (BPS) were noted in the claystone beds up slope of LB-2 by all consultants logging the explorations. However, bedding parallel shears were not noted downslope of LB-2 by any consultant. Thus, previous analyses have utilized different shear strengths of the clay bed in different areas. A conservative approach to analyzing the lower gray claystone bed, considering the evidence, is to depict on the cross-sections a continuous bed with no fault offsets and assume the BPS to be continuous throughout. One ofthe more important characteristics of BPS is their low shear strength relative to the surrounding material. For our analyses we assigned uniform shear strengths for the upslope and downslope (separation occurs at LB-2) portions ofthe BPS. The strengths assigned to the claystone bed for that portion ofthe cross-section upslope (easterly) of Boring LB-2 were utilized in the analyses along the beds entire length, including the downslope area west of Boring LB-2. ENGINEERING REVIEW The following comments and discussion address our comprehensive review ofthe Geocon analyses for the Kelly Core project and the subsequent reviews of the Geocon work by outside consultants. We present our findings with regard to both the issues raised by previous reviews, in addition to fiirther comments regarding the analyses of Geocon and Leighton, as a result of our investigation. Prior Consultants Comments Prior consultants reviewing Geocon's report(s) have raised several issues conceming their stability analyses, which we address below: • Both Leighton and Geotechnics identify that Geocon's cross-sections are restricted to the southem portion ofthe site, and that they have not considered the stability ofthe northem area. We have therefore analyzed two (2) cross-sections in the upper portion ofthe site to assess the potential stabiUty of this northem area. June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 6 The previous reviewing consultants have questioned the use of peak strengths by Geocon and have suggested that the use of ultimate strengths for analysis might be more appropriate. It is our opinion that the use of ultimate shear strengths is appropriate for the fill material, and that a value between the peak and ultimate shear strengths should be utilized for the sandstone bedrock. Geocon reports the results of four shear tests taken from the actual buttress material. In our opinion these tests most accurately represent the fill strength of the buttress. However, for our analysis, we used the ultimate fill strength as presented by Leighton and we chose an average between the peak strength of Geocon and ultimate strength of Leighton for the sandstone bedrock. These selected shear values are conservative and consistent with those previously utilized in our experience with sunilar materials. The consideration of faults offsetting clay beds in the analysis was questioned by previous reviews. We discuss our recommendations with regard to these faults within our geology review section ofthis report. It is our opinion that there is sufficient support for the westerly fault as designated in our discussion and we have therefore included it in our analyses as a preferential failure mechanism at the toe ofthe failure along the lower gray claystone bed. However, we have not assumed offset bedding by the central and easterly faults in our analyses. Prior reviews have expressed concem regarding the use of increased strength along the lower portion ofthe gray claystone bed for analysis. As discussed in our geology review, it is our opinion that a conservative approach to analysis of Bedding Parallel Shears (BPS), is to assume a continuous bed, and consequently unifomi shear strength along the entire surface. Previous consultants had criticized Geocon for not considering water in their analyses and for reporting an average Factor of Safety > 1.50 based on four adjacent cross- sections. In our review, we find that Geocon has already addressed these comments and no longer reports an average factor of safety and has included the presence of water, as appropriate, in their analyses. The remaining two issues discussed by prior reviews concem the rate of shearing used by Geocon in their laboratory testing and the use of cohesion > 0 psf in their analyses. However, these particular criticisms were targeted towards the increased strength values utilized by Geocon along the BPS in the area of the toe. We have not utilized increased shear strengths at the lower portions ofthe lower gray claystone bed and therefore the questions of shear rate and cohesion are moot. June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 7 Additional Comments In addition to the issues discussed above conceming the previous consultant's reviews, we identify fiirther items conceming both the analyses of Geocon and Leighton, as follows: • In their analysis of the lower gray claystone bed unfaulted, as shown on Cross-Section A- A', Geocon appears to have raised the elevation of the BPS at the locations ofthe faults in order to create a continuous shear surface. The analyzed elevation ofthe bed is shallower than that reflected on either their cross-sections or logs of borings. • The shear strength used for previous analysis by Geocon (12/23/02) for the three (3) shallower BPS on Geocon Cross-Section A-A' is too low. Our back calculation ofthe temporary condition during the construction of the existing buttress yields minimum shear strengths of IS.S"* and 50 psf for the upper and middle BPS and 16.5" and 50 psf for the lower BPS. Our analysis indicates that the back cut of the buttress would have failed during grading if the shear strength of the lower BPS had been as represented by previous analysis. • Likewise, the shear strength assumed by Leighton of 10° and 0 psf for the lower gray claystone bed is very conservative and it is our opinion that the back calculated value for the lower BPS is an appropriate value for analysis, given the geologic similarities ofthe materials. • Leighton utilizes a strength of 16° and 0 psf for the landslide shear surface. Back calculation of the slope stability during constmction indicates that if this strength is accurate, the slope would have failed during grading. Additional laboratory testing and analysis of field data from grading was utilized for the selection of shear strength parameters utilized for our analysis. SLOPE STABILITY ANALYSES Our review ofthe slope stability for the subject site included a review of the previous work performed by Geocon and Leighton, including both the geometry ofthe potential failures, as well as shear strength parameters. The geometries considered in our analyses were derived from the geologic review performed and discussed earlier in this report. The shear strength parameters utilized for our analyses were developed based on back calculations ofthe temporary constmction stability, where possible; shear testing performed by previous consultants, local experience in similar soils and engineering judgment. Back calculation of temporary constmction stability is the recommended method of obtaining the strength envelope for slope stability analysis. The results obtained represent a minimum strength June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 8 envelope for the failure plane analyzed. In this case the use of back calculated strength values has allowed the reviewer to perform additional analysis without the necessity of debating the pros and cons of various testing methods as used by different laboratories. The geotechnical cross-sections analyzed were sections A-A' and B-B' as shown by Geocon, section C-C as defined by Leighton, and Stoney-Miller Consultants, Inc. section l-l'. The locations of sections A-A' through C-C were defined by previous consultants,(see the Geotechnical Map, Plate 1), however the geology reflected on the section l-l' shows our interpretation ofthe subject site conditions,(see the Geotechnical Cross-Sections, Plates 2 and 3). Results reveal conditions of slope stability that potentially fall below the required Factors of Safety of 1.5. The analyses are presented in Appendix A. Bedding Parallel Shears Bedding Parallel Shears (BPS) were identified by all consultants from the on-site exploratory soil borings, as reflected on the geotechnical cross-sections. Three relatively shallow bedding parallel shears were defined by Geocon on their section A-A', and identified as the upper, middle and lower BPS. Those shears are located on section A-A' on the attached plate 2. Direct shear testing of material from the lower BPS resulted in an assumed strength envelope of: angle of friction of 10 degrees and apparent cohesion of 50 pounds per square foot (psf). After review ofthe test data and analysis ofthe cross section, we are of the opinion that this strength envelope is very conservative. Back calculations of the temporary constmction stability of these shears, during the excavation of the existing shear key yield more realistic values. For our back calculations, we assumed a safety factor of 1.0 (failure was imminent) and the geologic conditions as shown on the cross section. Our calculations yield minimum shear stt-ength of 15.5 to 16.5 degrees and apparent cohesion of 50 psf for the bedding parallel shears. The results of our analysis ofthe bedding paraUel shears shown on section A-A', are included in Appendix A. These analysis were performed utilizing the back calculated shear strength parameters and the geology shown on section A-A'. The minimum factor of safety obtained for the bedding parallel shear using these parameters was 1.47. In our opinion, this is an acceptable factor of safety given the overall geometry of the slope. An additional deeper BPS was identified by all consultants and referred to as the lower gray Claystone bed. Leighton and Associates performed a shear test on this material, which produced a friction angle of 12 degrees and cohesion of 50 psf. However, it is our opinion that the lower gray Claystone bed has similar strength characteristics as the upper Claystone beds analyzed above, (i.e., 16.5 degrees and 50 psf). Therefore, our analyses reflect the back-calculated stt-en^ condition. The location ofthe gray Claystone bed is slightly deeper in cross-section A- June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 9 A' and B-B', than that considered by Geocon, with a fault at the toe, but unfaulted at the top, and with a continuous strength along the entire length ofthe BPS. The results of our analyses demonstrate the factor of safety to range from 1.58 to 2.11, for the lower gray claystone bed. Landslide A shallow landsUde is shown in Geocon section B-B', Leighton section C-C, and Stoney-Miller section 1-1'. This landslide was analyzed as part of our overall analysis ofthe slope stability in the study area. Testing ofthe basal shear zone material from boring GB-3 (sample B3-2) was performed to provide a basis for analysis ofthe stability of the landslide. Review of photographs and field information does not reveal any plastic basal soils in the landslide exposed on the face ofthe buttress back cut. However, use of strength parameters representative ofthis material is conservative. Utilization of the published work of Terzaghi and Peck, which defines the fully softened fiiction angle based upon index testing of the soil, was utilized to define the soil stt-ength parameters for analysis. Analysis of additional laboratory testing of samples from the basil surface ofthe landslide yielded strength values of 25 degrees and 0 psf. For Stoney-Miller Consults section 1-1' and Leighton section C-C, we calculated three possible failure geometries, considering the narrowing of the landslide thickness at it's approximate midpoint. The calculated factors of safety for the landslide vary from approximately 1.5 to 2. The calculations are contained in Appendix A. Our stability calculations also assume a block glide failure mode assuming the landslide will fail as a coherent mass. In this case, that assumption may not be accurate. The shallow nature ofthe landslide and the disagrated and incoherent nature ofthe landslide mass as exhibited by photographs and logs of field exploration suggest that the landslide may have failed more as a debris flow, rather than a block movement. Conclusions Geologic and engineering analysis performed as part ofthis review indicates that the stability of the Claystone beds is acceptable. Our analysis indicates acceptable factors of safety when analyzed as described above. Analysis ofthe upper shallow landslide shown on the attached plate also indicates acceptable factors of safety. June 14, 2003 ProjectNo: 12215-00 Report No: 03-9012 Page No: 10 LIMITATIONS Our services were perfomied using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable soils engineers and geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The opportunity to be of service is appreciated. If you have any questions, please call. RespectfiUlv submitted, ST0]>fiE5:TiWl^!^J^ONSULTANTS, INC. jji'; Enginefet^pj^gt^st Registration Expires 10-31-03 Attachments: Appendix A, Slope Stability Analysis Plate 1, Geotechnical Map Plates 2 and 3, Geotechnical Cross-Sections APPENDIX A STABILITY ANALYSIS APPENDIX A ENGINEERING STABILITY ANALYSIS GENERAL Engineering stability analyses were perfomied during this investigation to assess the minimum Factors of Safety (FS) against future movement of landslides and slopes with the existing grade profiles. The "PCSTABL" slope stability program (developed by Purdue University) in conjunction with STED editor and PRINTGL printer driver programs (developed by W. Van Aller, P.E.) were utilized for the stabilify analyses ofthe landslide and Bedding ParaUel Shears. The computer program utilizes the limit equilibrium theory for the calculation ofthe minimum Factory of Safety (FS). SHEAR STRENGTH PARAMETERS Shear sttength parameters for the analyses were detennined from back calculations from the constmction stability, laboratory shear strength tests done by prior consulttmts, as weU as local experience in similar soils and engineering judgment. The shear sttength parameters utilized in our stability analysis are presented in Table A-1. These values are considered reasonable and representative of the on-site materials. ANALYSES Slope stability analyses were performed for the Bedding Parallel Shears as identified by previous consultants, as weU as for the shallow Landslide within the existing slope. Static analyses were performed with the existing grade profile. The analyses were performed using Cross-Section 1- r, Cross-Sections A-A' and B-B' from Geocon, and Cross-Section C-C from Leighton, see Geotechnical Plan, Plate 1. The results ofthe analyses are presented on Table A-2 and Figures A-1 through A-18. TABLE A-1 SUMMARY OF STRENGTH PARAMETERS Bulk Density ym(pcO Bulk Density ys (pcO Static Condition Material Type Bulk Density ym(pcO Bulk Density ys (pcO Cohesion, c (psf) Friction Angle ^ (dCK) Source of Strength Parameter Compacted Fill 130 130 200 33 Leighton Value Bedding Parallel Shear - Upper/Middle 130 130 50 15.5 Back Calculation Bedding Parallel Shear (BPS) - Lower 130 130 50 16.5 Back Calculation Grey Claystone Bed - BPS 130 130 50 16.5 Back Calculation Landslide Debris 125 125 250 25 Geocon Value Landslide Basal Shear Zone 125 125 0 25 Median Correlated Value Fault 130 130 100 15 Geocon Value Santiago Formation (Sandstone) 135 135 500 38 Average Value TABLE A-2 SUMMARY OF STABILITY ANALYSES Cross-Section Description of Analysis Conditions Static FOS Figure No. Geocon A-A' Upper & Middle BPS 2.13 A-1 Geocon A-A* Lower BPS w/ Toe @ Key 1.47 A-2 Geocon A-A' Lower BPS w/ Toe @ Fault 1.64 A-3 Geocon A-A' Grey Claystone Bed - BPS, Toe @ Fault w/ Back Calculated Strength 1.81 A-4 Geocon B-B' QIs w/o Graben, Toe @ Fill 1.58 A-5 Geocon B-B' QIs w/ Graben, Toe @ Fill 1.51 A-6 Geocon B-B' Grey Claystone Bed - BPS, Toe @ Fault w/ Back Calculated Strength 1.84 A-7 Leighton C-C QIs - Lower Portion 1.94 A-8 Leighton C-C QIs - Upper Portion 1.99 A-9 Leighton C-C QIs-Total 1.94 A-10 Leighton C-C Grey Claystone Bed - BPS, Toe @ Fault w/ Back Calculated Strength 1.58 A-11 Stoney-Miller 1-1' QIs - Upper Portion 2.16 A-12 Stoney-Miller 1-1' QIs - Lower Portion 3.02 A-13 Stoney-Miller 1-1' QIs - Total 2.34 A-14 Stoney-Miller 1-1' Intermediate BPS w/ Toe @ Fault 2.79 A-15 Stoney-Miller 1-1' Grey Claystone Bed - BPS, Toe @ Fault w/ Back Calculated Strength 2.11 A-16 Geocon A-A' Upper and Middle BPS - Backcalculation of Minimum Strength 1.01 A-17 Geocon A-A' Lower BPS - Backcalculation of Minimum Strength 1.01 A-18 I < '6 3 ,„fOocMco<oooo6cnc25 fOT-C>4CMCMCMtMCM<VI«rt cj oi CNi ci cvi Cll cvi oi :tt: (S .a O -D 4) «- CJI.C . o o o o n h:\12215-00\stedwin\12215st2.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 4/28/03 Time of Run: 8:34AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215st2. Output Filename: H:12215st2.OUT Unit: ENGLISH Plotted Output Filename: H:12215st2.PLT PROBLEM DESCRIPTION 12215-00 ion A-A' BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. Kelly Core - - BPS Upper/Middle Sect 22 Top Boundaries 76 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil T No. (ft) (ft) (ft) (ft) Below 1 .00 164.00 69.00 165.00 3 2 69.00 165.00 71.00 170.00 3 3 71.00 170.00 81.00 172.00 3 4 81.00 172.00 111.00 182.00 3 5 111.00 182.00 124.00 183.00 3 6 124.00 183.00 125.00 186.00 3 7 125.00 186.00 164.00 186.00 3 8 164.00 186.00 202.00 186.00 3 9 202.00 186.00 205.00 202.00 3 10 205.00 202.00 208.00 202.00 3 11 208.00 202.00 239.00 218.00 3 12 239.00 218.00 244.00 218.00 3 13 244.00 218.00 304.00 247.00 3 14 304.00 247.00 315.00 247.00 3 15 315.00 247.00 342.00 240.00 1 16 342.00 240.00 372.00 244.00 2 17 372.00 244.00 398.00 251.00 3 18 398.00 251.00 543.00 251.00 3 19 543.00 251.00 580.00 267.00 3 20 580.00 267.00 590.00 267.00 3 21 590.00 267.00 686.00 302.00 3 22 686.00 302.00 799.00 302.00 3 23 .00 149.00 11.00 145.00 1 24 11.00 145.00 49.00 145.00 1 25 49.00 145.00 68.00 149.00 1 26 68.00 149.00 78.00 149.00 1 27 78.00 149.00 132.00 183.00 1 28 132.00 183.00 164.00 186.00 1 29 164.00 186.00 200.00 184.00 1 30 200.00 184.00 203.00 178.00 1 31 203.00 178.00 212.00 177.00 1 32 212.00 177.00 221.00 176.00 2 33 221.00 176.00 227.00 175.00 1 34 227.00 175.00 233.00 179.00 1 35 233.00 179.00 243.00 186.00 2 36 243.00 186.00 273.00 212.00 1 37 273.00 212.00 289.00 224.00 2 38 289.00 224.00 315.00 247.00 1 39 372.00 244.00 376.00 242.00 2 40 376.00 242.00 390.00 240.00 1 41 390.00 240.00 406.00 234.00 1 42 406.00 234.00 413.00 231.00 2 43 413.00 231.00 447.00 220.00 1 h:\12215-00\stedwin\12215st2.OUT Page 2 44 447.00 220.00 462.00 220.00 1 45 462.00 220.00 492.00 239.00 1 46 492.00 239.00 533.00 246.00 1 47 533.00 246.00 540.00 246.00 1 48 540.00 246.00 588.00 241.00 1 49 588.00 241.00 668.00 287.00 1 50 668.00 287.00 690.00 293.00 1 51 690.00 293.00 720.00 294.00 1 52 720.00 294.00 739.00 297.00 1 53 739.00 297.00 750.00 297.00 1 54 750.00 297.00 799.00 297.00 1 55 289.00 224.00 342.00 240.00 2 56 273.00 212.00 376.00 242.00 1 57 60.00 131.00 150.00 158.00 2 58 150.00 158.00 212.00 177.00 2 59 243.00 186.00 406.00 234.00 2 60 60.00 127.00 150.00 154.00 1 61 150.00 154.00 221.00 176.00 1 62 233.00 179.00 413.00 231.00 1 63 87.00 107.00 135.00 119.00 2 64 135.00 119.00 199.00 134.00 2 65 199.00 134.00 289.00 156.00 2 66 289.00 156.00 383.00 177.00 2 67 383.00 177.00 488.00 201.00 2 68 488.00 201.00 630.00 235.00 2 69 630.00 235.00 739.00 261.00 2 70 87.00 100.00 135.00 112.00 1 71 135.00 112.00 199.00 127.00 1 72 199.00 127.00 289.00 149.00 1 73 289.00 149.00 383.00 170.00 1 74 383.00 170.00 488.00 194.00 1 75 488.00 194.00 630.00 228.00 1 76 630.00 228.00 739.00 254.00 1 ISOTROPIC SOIL PARAMETERS 3 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface No. (pcf) (pcf) (psf) (deg) Param. (psf) No. 1 135.0 135.0 500.0 38.0 .00 .0 0 2 130.0 130.0 50.0 15.5 .00 .0 0 3 130.0 130.0 200.0 33.0 .00 .0 0 Janbus Empirical Coef is being used for the case of c & phi both > 0. A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 2 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 2.0 Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) 1 273.00 216.00 289.00 220.00 8.00 2 372.00 244.00 376.00 242.00 .00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 252.92 222.31 2 254.39 221.07 3 255.82 219.67 4 257.76 219.18 5 259.39 218.02 6 260.82 216.62 h:\12215-00\stedwin\12215st2.OUT Page 3 7 262.60 8 264.60 9 266.31 10 268.30 11 270.26 12 271.79 13 273.79 14 372.34 15 372.57 *** 2.126 Individual data Water Force Top (lbs) .0 215. 215. 214. 214. 214. 212. 71 67 63 51 12 82 212.80 243.83 244.15 Slice Width Weight No. (ft) (lbs) 1 1.5 186.7 2 1.4 558.4 3 1.9 1198.6 4 1.6 1364.7 5 1.4 1573.4 6 1.8 2405.7 7 2.0 3062.5 8 1.7 2929.5 9 2.0 3813.8 10 2.0 4056.3 11 1.5 3484.9 12 2.0 4965.8 13 .5 1248.6 14 14.7 40033.8 15 15.0 45999.8 16 11.0 33481.7 17 27.0 48313.8 18 30.0 11706.8 19 .3 12.1 20 .2 3.8 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 on the Water Force Bot (lbs) .0 .0 .0 .0 20 slices .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Tie Force Norm (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Tie Force Tan (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Earthquake Force Surcharge Hor (lbs) Failure Surface Specified By 14 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 X-Surf (ft) 255.02 256.42 258.29 259.76 261.62 263.23 265.03 266.88 268.69 270 272 273 373 374 60 42 89 24 35 Y-Surf (ft) 223.33 221 221 219 219 217 217 216 215 214 214 212 243 244 93 23 87 15 96 09 32 47 88 06 70 38 63 *** 2.200 *** Failure Surface Specified By 14 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 X-Surf (ft) 254.96 256.77 258.45 259.88 261.78 263.22 264.76 266.19 267.75 269.65 Y-Surf (ft) 223.30 223.11 222.03 220 220 218 217 63 02 63 36 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Ver (lbs) Load (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 215.95 214.70 214.08 h:\12215-00\stedwin\12215st2.OUT Page 4 11 271.55 213.46 12 273.36 212.62 13 372.29 243.85 14 372.58 244.16 *** 2.219 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 254.69 223.17 2 255.86 222.50 3 257.39 221.21 4 258.94 219.95 5 260.84 219.34 6 262.84 219.30 7 264.41 218.05 8 266.29 217.39 9 267.99 216.33 10 269.82 215.53 11 271.41 214.31 12 273.14 213.30 13 275.12 213.02 14 374.71 242.65 15 375.95 244.21 16 377.08 245.37 *** 2.232 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 252.71 222.21 2 253.69 222.15 3 255.25 220.90 4 257.24 220.72 5 259.24 220.66 6 261.24 220.65 7 263.18 220.18 8 264.99 219.32 9 266.73 218.34 10 268.19 216.97 11 270.00 216.11 12 271.81 215.27 13 273.26 213.90 14 372.35 243.82 15 372.72 244.19 *** 2.255 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 254.85 223.25 2 255.15 222.95 3 256.75 221.75 4 258.24 220.42 5 260.24 220.41 6 261.90 219.29 7 263.38 217.95 8 265.37 217.75 9 267.36 217.56 10 269.02 216.44 11 270.78 215.50 12 272.72 215.00 13 274.43 213.97 14 375.14 242.43 15 376.28 244.07 16 376.97 245.34 *** 2.278 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf h:\12215-00\stedwin\12215st2.OUT Page 5 No. (ft) (ft) 1 254.48 223.06 2 255.74 221.99 3 257.71 221.70 4 259.68 221.33 5 261.67 221.13 6 263.63 220.73 7 265.30 219.63 8 266.91 218.44 9 268.50 217.22 10 270.17 216.13 11 271.61 214.74 12 273.48 214.04 13 274.90 212.63 14 372.44 243.78 15 372.79 244.21 *** 2.280 *** ilure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 255.98 223.79 2 256.16 223.64 3 258.00 222.85 4 259.91 222.28 5 261.56 221.15 6 263.47 220.56 7 264.89 219.15 8 266.86 218.80 9 268.86 218.73 10 270.41 217.47 11 272.28 216.75 12 273.77 215.42 13 275.39 214.24 14 372.13 243.93 15 372.18 244.05 *** 2.293 *** Failure Point No. 1 2 3 4 5 6 7 8 9 10 11 1'2 13 14 * • Failure Point No. 1 2 3 4 5 6 7 8 9 Surface Specified By 14 Coordinate Points X-Surf Y-Surf (ft) (ft) 256.84 224.21 257.38 223.97 259.28 223.36 260.91 222.21 262.59 221.12 264.51 220.54 266.46 220.09 268.07 218.91 269.88 218.06 271.87 217.89 273.66 217.00 275.40 216.01 373.57 243.22 374.59 244.70 '* 2.327 *** Surface Specified By 14 Coordinate Points X-Surf (ft) 257.99 259.25 260.68 262.50 264.35 266.00 267.53 269.09 271.02 Y-Surf (ft) 224.76 224.42 223.02 222.20 221.43 220.29 219.02 217.76 217.21 h:\12215-00\stedwin\12215st2.OUT Page 6 10 272.50 215.87 11 274.27 214.95 12 276.19 214.37 13 373.55 243.22 14 374.47 244.66 *** 2.337 *** h:\12215-00\stedwin\12215stl.OUT Page 1 ** PCSTABLBM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 4/28/03 Time of Run: 8:33AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215stl. Output Filename: H:12215stl.OUT Unit: ENGLISH Plotted Output Filename: H:12215stl.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core ion A-A' - - BPS Lower BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. Sect 22 Top Boundaries 76 Total Boundaries Soil Type Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd 1 .00 164.00 69.00 165.00 3 2 69.00 165.00 71.00 170.00 3 3 71.00 170.00 81.00 172.00 3 4 81.00 172.00 111.00 182.00 3 5 111.00 182.00 124.00 183.00 3 6 124.00 183.00 125.00 186.00 3 7 125.00 186.00 164.00 186.00 3 8 164.00 186.00 202.00 186.00 3 9 202.00 186.00 205.00 202.00 3 10 205.00 202.00 208.00 202.00 3 11 208.00 202.00 239.00 218.00 3 12 239.00 218.00 244.00 218.00 3 13 244.00 218.00 304.00 247.00 3 14 304.00 247.00 315.00 247.00 3 15 315.00 247.00 342.00 240.00 1 16 342.00 240.00 372.00 244.00 2 17 372.00 244.00 398.00 251.00 3 18 398.00 251.00 543.00 251.00 3 19 543.00 251.00 580.00 267.00 3 20 580.00 267.00 590.00 267.00 3 21 590.00 267.00 686.00 302.00 3 22 686.00 302.00 799.00 302.00 3 23 .00 149.00 11.00 145.00 1 24 11.00 145.00 49.00 145.00 1 25 49.00 145.00 68.00 149.00 1 26 68.00 149.00 78.00 149.00 1 27 78.00 149.00 132.00 183.00 1 28 132.00 183.00 164.00 186.00 1 29 164.00 186.00 200.00 184.00 1 30 200.00 184.00 203.00 178.00 1 31 203.00 178.00 212.00 177.00 1 32 212.00 177.00 221.00 176.00 2 33 221.00 176.00 227.00 175.00 1 34 227.00 175.00 233.00 179.00 1 35 233.00 179.00 243.00 186.00 2 36 243.00 186.00 273.00 212.00 1 37 273.00 212.00 289.00 224.00 2 38 289.00 224.00 315.00 247.00 1 39 372.00 244.00 376.00 242.00 2 40 376.00 242.00 390.00 240.00 1 41 390.00 240.00 406.00 234.00 1 42 406.00 234.00 413.00 231.00 2 43 413.00 231.00 447.00 220.00 1 h:\12215-00\stedwin\12215stl.OUT Page 2 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 ISOTROPIC SOIL PARAMETERS 3 Type(s) of Soil Soil Total Saturated Type Unit Wt. Unit Wt. No. (pcf) (pcf) 1 135.0 135.0 2 130.0 130.0 3 130.0 130.0 447.00 220.00 462.00 220.00 1 462.00 220.00 492.00 239.00 1 492.00 239.00 533.00 246.00 1 533.00 246.00 540.00 246.00 1 540.00 246.00 588.00 241.00 1 588.00 241.00 668.00 287.00 1 668.00 287.00 690.00 293.00 1 690.00 293.00 720.00 294.00 1 720.00 294.00 739.00 297.00 1 739.00 297.00 750.00 297.00 1 750.00 297.00 799.00 297.00 1 289.00 224.00 342.00 240.00 2 273.00 212.00 376.00 242.00 1 60.00 131.00 150.00 158.00 2 150.00 158.00 212.00 177.00 2 243.00 186.00 406.00 234.00 2 60.00 127.00 150.00 154.00 1 150.00 154.00 221.00 176.00 1 233.00 179.00 413.00 231.00 1 87,00 107.00 135.00 119.00 2 135.00 119.00 199.00 134.00 2 199.00 134.00 289.00 156.00 2 289.00 156.00 383.00 177.00 2 383.00 177.00 488.00 201.00 2 488.00 201.00 630.00 235.00 2 630.00 235.00 739.00 261.00 2 87.00 100.00 135.00 112.00 1 135.00 112.00 199.00 127.00 1 199.00 127.00 289.00 149.00 1 289.00 149.00 383.00 170.00 1 383.00 170.00 488.00 194.00 1 488.00 194.00 630.00 228.00 1 630.00 228.00 739.00 254.00 1 Cohesion Friction Intercept Angle (psf) (deg) 500.0 38.0 50.0 16.5 200.0 . .3i.O Pore Pressure Piez. Pressure Constant Surface Param. (psf) No. .00 .0 0 .00 .0 0 .00 .0 0 Janbus Empirical Coef is being used for the case of c & phi both > 0 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 2 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 5.0 X-Left Y-Left X-Right Y-Right Height (ft) (ft) (ft) (ft) (ft) 195.00 169.00 248.00 183.00 5.00 382.00 225.00 410.00 232.00 5.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method * Failure Surface Specified By 13 Coordinate Points Box No. 1 2 Point No. 1 2 3 4 5 6 X-Surf (ft) 187.90 189.22 194.01 197,80 201.64 206.29 Y-Surf (ft) 186.00 185.48 184.06 180.79 177.59 175.77 h:\12215-00\stedwin\12215stl.OUT Page 3 7 210.36 172.86 8 401.04 231.71 9 404.57 235.26 10 405.80 240.10 11 409.32 243.65 12 412.74 247.30 13 415.01 251.00 *** 1.4 67 *** Individual data on the 36 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Tan Hor Ver Load (lbs) (lbs) (lbs) (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ,0 .0 .0 .0 ,0 .0 .0 .0 .0 ,0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ,0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Slice Width Weight Top Bot Norm No. (ft) (lbs) (lbs) (lbs) (lbs) 1 1.3 44.2 .0 .0 .0 2 3.7 506.0 .0 .0 .0 3 1.1 259.7 .0 .0 .0 4 3.8 1791.2 .0 .0 .0 5 2.2 1802.5 .0 .0 .0 6 1.6 1676.2 .0 .0 ,0 7 ,4 407.6 ,0 .0 ,0 8 1.0 1492.8 ,0 ,0 .0 9 2.0 5212,9 .0 .0 ,0 10 1,3 4371,3 ,0 ,0 ,0 11 ,5 1740.3 ,0 .0 .0 12 1.2 4240,2 ,0 .0 ,0 13 2.4 8867,6 ,0 .0 ,0 14 1.6 6528,3 .0 .0 ,0 15 8.7 35588.5 .0 .0 ,0 16 14.5 64082.3 .0 .0 .0 17 3.8 17920.7 .0 .0 .0 18 4.0 18556.3 .0 .0 .0 19 1.0 4540.2 .0 .0 .0 20 29.0 141875.4 .0 .0 .0 21 16.0 87111.7 .0 .0 .0 22 15.0 87270.3 .0 .0 .0 23 11.0 63858.0 .0 .0 .0 24 27.0 123273.4 .0 .0 .0 25 30.0 95661.0 .0 .0 .0 26 4.0 11345.0 .0 .0 .0 27 14.0 38846.7 .0 .0 .0 28 8.0 21517.3 .0 .0 .0 29 3.0 7863.5 .0 .0 .0 30 1.2 2843.7 .0 .0 .0 31 1.8 4138.7 .0 .0 .0 32 .5 1083.8 .0 .0 .0 33 1.2 2131.8 .0 .0 .0 34 3.5 4184.1 .0 .0 .0 35 3.4 2453.8 .0 .0 .0 36 2.3 545.4 .0 .0 .0 Failure Surface Specified By 14 Coord Point X-Surf Y-Surf No. (ft) (ft) 1 179. 35 186.00 2 181. 95 183.41 3 185. 66 180.06 4 190, 56 179.09 5 195. 56 178.95 6 199, 90 176.47 7 203. 93 173.51 8 208, 76 172.24 9 409, 88 234.01 10 411. 68 238.67 11 415, 16 242.27 12 417. 49 246.69 13 421. 01 250.24 14 421. 13 251.00 h:\12215-00\stedwin\12215stl.OUT Page 4 *** 1.481 *** Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 173.31 186.00 2 175.81 184.67 3 180.67 183.53 4 185.46 182.09 5 189.27 178.85 6 193.61 176.36 7 198.21 174.42 8 201.92 171.06 9 405.55 230.35 10 407.92 234.75 11 410.68 238.92 12 412.55 243.56 13 414.53 248.15 14 417.38 251.00 *** 1.489 *** Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 191.71 186.00 2 194.08 184.81 3 198.46 182.40 4 202.45 179.38 5 206.34 176.24 6 210.01 172.84 7 394.78 228.95 8 398.31 232.50 9 401.68 236.18 10 405.08 239.85 11 408.37 243.62 12 411.65 247.39 13 413.34 251.00 *** 1.501 *** Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 175.86 186.00 2 179.33 182.82 3 183.12 179.55 4 187.97 178.35 5 191.53 174.84 6 195.62 171.96 7 200,62 171,92 8 205.59 171.38 9 402.90 232.12 10 405.86 236.15 11 408.03 240.65 12 411.53 244.22 13 412.92 249.02 14 413.92 251.00 *** 1.505 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 175.07 186.00 2 178.57 185.50 3 183.31 183.91 4 187.40 181.04 5 192.07 179.25 6 196,23 176.47 7 200.17 173,40 8 205.12 172.66 9 391.21 226.26 h:\12215-00\stedwin\12215stl.OUT Page 5 10 393.07 230.90 11 395.26 235.40 12 397.83 239.68 13 401.12 243.45 14 404.66 246.99 15 408.09 250.62 16 408.34 251.00 *** 1.507 * * * ilure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 178.64 186.00 2 179.09 185.66 3 182.86 182.37 4 186.54 178.99 5 190.65 176.13 6 194.19 172.60 7 198,21 169.63 8 398.17 227.04 9 401.56 230,73 10 405,09 234,27 11 408.18 238,19 12 411,39 242.03 13 413,80 246.41 14 417,12 250.15 15 417.73 251.00 *** 1.518 • ** iilure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 168.21 186.00 2 169.99 184.23 3 174.00 181,24 4 178.93 180.41 5 183.83 179.43 6 188.78 178.73 7 193.15 176.31 8 196.88 172.97 9 200.83 169.91 10 404.76 232.53 11 408.11 236.23 12 408.14 241.23 13 411.67 244.78 14 415.19 248.32 15 417.50 251.00 1.523 *** allure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 192.35 186.00 2 194.86 183.50 3 199.37 181.34 4 204.23 180.19 5 208.17 177.11 6 211.78 173.65 7 404.74 231.79 8 407.91 235,65 9 409.39 240.43 10 412.90 243.98 11 414.60 248.69 12 416.81 251.00 *** 1,525 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 167.35 186.00 h:\12215-00\stedwin\12215stl.OUT Page 6 2 168.52 185.07 3 173.17 183.24 4 176.72 179.71 5 181.39 177.94 6 186.23 176.68 7 190.54 174.15 8 194.89 171.67 9 199.62 170.05 10 398.53 231.61 11 400.21 236.32 12 402.43 240.80 13 403.86 245.59 14 406.84 249.60 15 407.67 251.00 *** 1.531 *** o u. B CO 1 (0 a. OQ i 0 i • 0. 1 ' 2j It) • o «"> Ol f I CM g .g O o o o o a. V) .o .2 "So IO o o •c > Sco »- CO 1- ||t8|88 E 2 y "> o o o P ttCO CO O fO <D^ i-i-t-i- l^fS |2 •'g 3CO CO CO CO ^ 8 "llll oooo ^£ c:ii. ,_^^CDI^«-t-C>^C0'<flO OT<Ott)<OCpt~.:t~;h-;h-;l--. % (OA o -o e •»- aisz . o o CO i < S O) h:\12215-00\stedwin\12215st4.OUT Page 1 ** PCSTABL5M ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 4/28/03 Time of Run: 8:38AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215st4. Output Filename: H:12215st4.OUT Unit: ENGLISH Plotted Output Filename: H:12215st4.PLT PROBLEM DESCRIPTION 12215-00 - ' - - BPS Lower BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. Kelly Core - - Sect A-A - Fault e Toe 22 Top Boundaries 84 Total Boundaries Bovindary X-Left Y-Left X-Right Y-Right Soil 1 No, (ft) (ft) (ft) (ft) Below 1 ,00 164.00 69.00 165,00 3 2 69,00 165.00 71.00 170.00 3 3 71.00 170.00 81.00 172.00 3 4 81.00 172.00 111.00 182.00 3 5 111.00 182.00 124.00 183.00 3 6 124.00 183.00 125.00 186.00 3 7 125.00 186.00 164.00 186,00 3 8 164.00 186.00 202.00 186.00 3 9 202.00 186.00 205.00 202.00 3 10 205.00 202.00 208.00 202.00 3 11 208.00 202.00 239.00 218.00 3 12 239.00 218.00 244.00 218.00 3 13 244.00 218.00 304.00 247.00 3 14 304.00 247.00 315.00 247.00 3 15 315.00 247.00 342.00 240.00 1 16 342.00 240.00 372.00 244.00 2 17 372.00 244.00 398.00 251.00 3 18 398.00 251.00 543.00 251.00 3 19 543.00 251.00 580.00 267.00 3 20 580.00 267.00 590.00 267.00 3 21 590.00 267,00 686.00 302.00 3 22 686.00 302,00 799.00 302.00 3 23 .00 149.00 11.00 145.00 1 24 11.00 145.00 49.00 145.00 1 25 49.00 145.00 68.00 149.00 1 26 68.00 149.00 78.00 149.00 1 27 78.00 149.00 81.00 151.00 4 28 81.00 151.00 132.00 183.00 1 29 132.00 183.00 164.00 186.00 1 30 164.00 186.00 200.00 184.00 1 31 200.00 184.00 203.00 178.00 1 32 203.00 178.00 212.00 177.00 1 33 212.00 177.00 221.00 176.00 2 34 221,00 176.00 227.00 175.00 1 35 227,00 175.00 233.00 179.00 1 36 233.00 179.00 243.00 186.00 2 37 243.00 186.00 273.00 212.00 1 38 273.00 212.00 289.00 224.00 2 39 289.00 224.00 315.00 247.00 1 40 372.00 244.00 376,00 242.00 2 41 376.00 242,00 390,00 240.00 1 42 390.00 240,00 406,00 234,00 1 43 406.00 234.00 413,00 231,00 2 h:\12215-00\stedwin\12215st4.OUT Page 2 44 413.00 231.00 447.00 220.00 1 45 447.00 220.00 462.00 220.00 1 46 462.00 220.00 4 92.00 239.00 1 47 492.00 239.00 533.00 246.00 1 48 533.00 246.00 540.00 246.00 1 49 540.00 246.00 588.00 241.00 1 50 588.00 241.00 668.00 287.00 1 51 668.00 287.00 690.00 293.00 1 52 690.00 293.00 720.00 294.00 1 53 720.00 294.00 739.00 297.00 1 54 739.00 297.00 750.00 297.00 1 55 750.00 297.00 799.00 297.00 1 56 289.00 224.00 342.00 240.00 2 57 273.00 212.00 376.00 242.00 1 58 81.00 151.00 94.00 141.00 4 59 60.00 131.00 94.00 141.00 2 60 94.00 141.00 150.00 158.00 2 61 150.00 158.00 212.00 177.00 2 62 243,00 186,00 406.00 234.00 2 63 60,00 127,00 94,00 137,00 1 64 94,00 137,00 98.00 138,00 4 65 98,00 138.00 150,00 154,00 1 66 150,00 154,00 221,00 176,00 1 67 233,00 179,00 413,00 231.00 1 68 98,00 138,00 130,00 118.00 4 69 87.00 107,00 130,00 118,00 2 70 130.00 118.00 199,00 134.00 2 71 199.00 134.00 289,00 156.00 2 72 289.00 156.00 383,00 177.00 2 73 383.00 177.00 488,00 201.00 2 74 488.00 201.00 630.00 235.00 2 75 630.00 235.00 739.00 261.00 2 76 87.00 100.00 135.00 112.00 1 77 135.00 112.00 137.00 113.00 4 78 137.00 113.00 199.00 127.00 1 79 199.00 127.00 289.00 149.00 1 80 289.00 149.00 383.00 170.00 1 81 383.00 170.00 488.00 194.00 1 82 488.00 194.00 630.00 228,00 1 83 630.00 228.00 739.00 254,00 1 84 137.00 113.00 154.00 100,00 4 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. Type Unit Wt . Unit Wt. Intercept Angle Pressure Constant Surface No, (pcf) (pcf) (psf) (deg) Param. (psf) No. 1 135.0 135.0 500.0 38.0 .00 .0 0 2 130.0 130.0 50.0 16.5 .00 .0 0 3 130.0 130.0 200.0 33.0 .00 .0 0 4 130.0 130.0 100.0 15.0 .00 .0 0 Janbus Empirical Coef is being used for the case of c & phi both > 0 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 3 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 5.0 X-Left Y-Left X-Right Y-Right Height (ft) (ft) (ft) (ft) (ft) 60.00 129.00 150.00 156.00 4.00 195.00 169.00 248.00 183.00 5,00 382,00 225,00 410,00 232.00 5.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. Box No. 1 2 3 h:\12215-00\stedwin\12215st4.OUT Page 3 * * Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 18 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 60.42 164.88 2 61.68 163.81 3 65.53 160.62 4 69.77 157.97 5 73.31 154.44 6 77.65 151.96 7 81.36 148.61 8 85.27 145.49 9 89.65 143.09 10 93.96 140.56 11 223.57 176.49 12 398.01 228.19 13 400.89 232.27 14 402.22 237.09 15 405.39 240.96 16 407,93 245.26 17 409.78 249.91 18 409,88 251.00 *** 1,638 *** Individual data on the 53 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 1.3 88.7 .0 .0 .0 .0 .0 .0 .0 2 3.8 1352.4 .0 .0 .0 .0 .0 .0 .0 3 3.5 2453.4 .0 .0 .0 .0 .0 .0 .0 4 .8 777.9 .0 .0 .0 .0 .0 .0 .0 5 1.2 1772.9 .0 .0 .0 .0 .0 .0 .0 6 2.3 4392.0 .0 .0 .0 .0 .0 .0 .0 7 4.3 9995.1 .0 .0 .0 .0 .0 .0 .0 8 2.0 5419,9 .0 .0 .0 .0 .0 .0 .0 9 1.3 3810,7 .0 .0 .0 .0 .0 .0 .0 10 .4 1097,6 .0 .0 .0 .0 .0 .0 .0 11 3.9 13119.0 .0 .0 .0 .0 .0 .0 .0 12 4.4 17224.8 .0 .0 .0 .0 .0 .0 .0 13 3.8 16940.9 .0 .0 .0 .0 .0 .0 .0 14 .5 2320.5 .0 .0 .0 .0 .0 .0 .0 15 .0 169.5 .0 .0 .0 .0 .0 .0 .0 16 17.0 81877.7 .0 .0 .0 .0 .0 .0 .0 17 13.0 61532.1 .0 .0 .0 .0 .0 .0 .0 18 1.0 4752.2 .0 .0 .0 .0 .0 .0 .0 19 7.0 33666.7 .0 .0 .0 .0 .0 .0 .0 20 18.0 78392.7 .0 .0 .0 .0 .0 .0 .0 21 14.0 52660.9 .0 .0 .0 .0 .0 .0 .0 22 36.0 101529.4 .0 .0 .0 .0 .0 .0 .0 23 2.0 4182.5 .0 .0 .0 .0 .0 .0 .0 24 1.0 2366.5 .0 .0 .0 .0 .0 .0 .0 25 2.0 6689.2 .0 .0 .0 .0 .0 .0 . 0 26 3.0 11827.8 .0 .0 .0 .0 .0 .0 .0 27 4.0 15773.3 .0 .0 .0 .0 .0 .0 .0 28 2.3 9233.3 .0 .0 .0 .0 .0 .0 .0 29 6.7 28039.0 .0 .0 .0 .0 .0 .0 .0 30 .5 2111.8 .0 .0 .0 .0 .0 .0 .0 31 2.1 8979.6 .0 .0 .0 .0 .0 .0 .0 32 10.1 45718.3 .0 .0 .0 .0 .0 .0 .0 33 5.3 24977.9 .0 .0 .0 • .0 .0 .0 .0 34 4.0 18897.3 .0 .0 .0 .0 .0 .0 .0 35 1.0 4629.4 .0 .0 .0 .0 .0 .0 .0 36 29.0 145162.4 .0 .0 .0 .0 .0 ,0 .0 37 16.0 89503.1 .0 .0 .0 .0 .0 .0 .0 38 15.0 89885.4 .0 .0 .0 .0 .0 .0 .0 h:\12215-00\stedwin\12215st4.OUT Page 4 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 11.0 66005.3 27.0 129367.6 30.0 103804.8 4.0 12540.0 43231.5 24164 24 14.0 8.0 .0 2.9 7843. 163. 1865.7 796.7 4939.5 2608.4 820.0 6.8 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 18 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 57.71 164.84 2 61.67 163.34 3 66,34 161.54 4 70.19 158,36 5 74.20 155,37 6 78.47 152,76 7 82.52 149,84 8 86.22 146.47 9 90.05 143.26 10 93.61 139.75 11 228.33 177.97 12 396.15 227.78 13 398.67 232.10 14 401.25 236.38 15 401.79 241.35 16 404.84 245.31 17 407.58 249.50 18 408:35 251.00 *** 1.640 *** Failure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 42.81 164.62 2 45.85 162.05 3 49.78 158.96 4 53.50 155.62 5 58.48 155.19 6 63.47 154.92 7 68.19 153.27 8 73.09 152.25 9 77.99 151.25 10 81.55 147.74 11 85.09 144.21 12 89.40 141.68 13 94 .25 140.46 14 199.82 170.98 15 396.02 230.77 16 397.28 235.60 17 400.02 239.79 18 401.97 244.39 19 402.59 249.35 20 404.09 251.00 *** 1.664 * * * Failure Surface Specified By 19 Point X-Surf Y-Surf No. (ft) (ft) 1 45.69 164.66 2 49.90 163.07 h:\12215-00\stedwin\12215st4.OUT Page 5 3 53.45 159.55 4 58.18 157.92 5 61.74 154.40 6 66.56 153.09 7 70.99 150,77 8 74.76 147.49 9 79.36 145.51 10 83.26 142.39 11 86.82 138.88 12 234.16 180.22 13 391.74 229.68 14 395.05 233.43 15 398.57 236.98 16 402.01 240.61 17 402.82 245.55 18 406.36 249.08 19 408.28 251.00 *** 1.669 *** Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 39.36 164.57 2 42.65 161.30 3 46.19 157.77 4 51.19 157.74 5 54.90 154.39 6 58.44 150.86 7 62.45 147.87 8 67.38 147.04 9 72.28 146.06 10 77.23 145.36 11 81.61 142.94 12 85.33 139.60 13 89.28 136.54 14 200.83 169.91 15 404.76 232.53 16 408.02 236.32 17 411.22 240.16 18 414.60 243.84 19 416.67 248.39 20 417.47 251.00 *** 1.705 *** Failure Surface Specified By 21 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 37.17 164.54 2 37.66 164.09 3 42.53 162.99 4 47.50 162.46 5 51.05 158.93 6 56.03 158.57 7 60.73 156.86 8 65.59 155.67 9 69.96 153.24 10 74.84 152.15 11 78.38 148.62 12 81.92 145.08 13 85.50 141.60 14 89.11 138.14 15 203.21 173.15 16 403.83 232.32 17 407.20 236.01 18 410.72 239.56 19 414.25 243.10 20 417.24 247.11 21 417.80 251.00 h:\12215-00\stedwin\12215st4.OUT Page 6 *** 1.708 *** Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 45.89 164.67 2 47.11 163.45 3 51.55 161.16 4 56.28 159.52 5 60.65 157.10 6 64.66 154.12 7 69.07 151.74 8 72.71 148.32 9 76.75 145.37 10 81.74 145.05 11 86.20 142.80 12 90.10 139.66 13 222.95 178.69 14 405.55 230.72 15 407.65 235.25 16 409.02 240.06 17 411.97 244.10 18 414.87 248.18 19 417.02 251.00 *** 1.731 *** Failure Surface Specified By 21 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 40.87 164.59 2 41.38 164.08 3 45.89 161.93 4 50.75 160.77 5 54.69 157,69 6 58.30 154.23 7 62.95 152.39 8 67.77 151.07 9 72.03 148.44 10 75.83 145,19 11 80,03 142,48 12 85,02 142,15 13 88,56 138,62 14 204.03 171.51 15 390.42 228.44 16 393.59 232.30 17 395.07 237.08 18 398.58 240,63 19 400,28 245,34 20 403,73 248,96 21 405.31 251.00 *** 1.731 *** Failure Surface Specified By 17 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 54.91 164.80 2 55.81 163.94 3 60.58 162.46 4 65.33 160.89 5 69.39 157.97 6 73.53 155.16 7 77.74 152,46 8 82.12 150.06 9 86.07 147,00 10 89.65 143.51 11 93.35 140,14 12 205,40 170.82 13 408.75 233,47 14 409.73 238.38 h:\12215-00\stedwin\12215st4.OUT Page 7 15 413.23 241.95 16 414.71 246.72 17 415.61 251.00 *** 1.743 * * * ilure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 50.20 164.73 2 51.35 163.74 3 55.11 160.45 4 58.64 156.91 5 62.85 154.22 6 67.03 151.47 7 70.65 148.02 8 75.65 147.84 9 79.19 144.31 10 82.99 141.06 11 87.39 138.69 12 239.68 183.20 13 387.76 224.84 14 390.72 228,88 15 394.25 232,41 16 396.21 237,01 17 399.06 241.12 18 401.74 245.34 19 403.31 250.09 20 404.18 251.00 *** 1.751 *** 0) o ®i Sz ^ 3 « (0 to m § o • ^ <« O m O o (0 o O CM CM . i CM CM a 3 CO o .23010 o o •g g>« eci cc> CO iri •C 5 ScO T- CO t- il^ipPoPP S 9%OoOO o -5 mCM T-O- ^ ^ _.o 000 " 2 y vri o o o P O.CO CO CO CO S 0=: — ci "o Sirs ,„*-T-COCOOOC»C!>O^CO oJoocoooooooaocncncncn 41: (0.0 o-o «»- o).c ——. < 1— 3 O ,£2 !E a ea o o o w CO u £ <«-• k T3 u- i ._ ~) i2 TJ s o w£ -J -a TJ I 3 0 CO O S < o ts u. f CO h:\12215-00\stedwin\12215st5.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 4/28/03 Time of Run: 8:42AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215st5. Output Filename: H:12215st5.OUT Unit: ENGLISH Plotted Output Filename: H:12215st5.PLT PROBLEM DESCRIPTION 12215-00 - - Kelly Core - - Sect ion A-A' - - BPS (w/ Fault @ Toe) BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. 22 Top Boundaries 84 Total Boundaries Boxindary X-Left Y-Left X-Right Y-Right Soil T No. (ft) (ft) (ft) (ft) Below 1 .00 164.00 69.00 165.00 3 2 69.00 165.00 71.00 170,00 3 3 71.00 170.00 81.00 172.00 3 4 81.00 172.00 111.00 182,00 3 5 111.00 182.00 124.00 183.00 3 6 124.00 183.00 125.00 186,00 3 7 125.00 186.00 164.00 186,00 3 8 164.00 186.00 202.00 186,00 3 9 202.00 186.00 205.00 202,00 3 10 205.00 202.00 208.00 202,00 3 11 208.00 202.00 239.00 218,00 3 12 239.00 218.00 244.00 218.00 3 13 244.00 218.00 304.00 247.00 3 14 304.00 247.00 315.00 247.00 3 15 315.00 247.00 342.00 240.00 1 16 342.00 240.00 372.00 244.00 2 17 372.00 244.00 398.00 251.00 3 18 398.00 251.00 543.00 251.00 3 19 543.00 251.00 580.00 267.00 3 20 580.00 267.00 590.00 267.00 3 21 590.00 267.00 686.00 302.00 3 22 686.00 302.00 799.00 302,00 3 23 .00 149.00 11.00 145,00 1 24 11.00 145.00 49.00 145.00 1 25 49.00 145.00 68.00 149.00 1 26 68.00 149.00 78.00 149.00 1 27 78.00 149.00 81.00 151.00 4 28 81.00 151.00 132.00 183.00 1 29 132.00 183.00 164.00 186.00 1 30 164.00 186.00 200.00 184.00 1 31 200.00 184.00 203.00 178.00 1 32 203.00 178.00 212.00 177.00 1 33 212.00 177.00 221.00 176.00 2 34 221.00 176.00 227.00 175.00 1 35 227.00 175.00 233.00 179.00 1 36 233.00 179.00 243.00 186.00 2 37 243.00 186.00 273.00 212.00 1 38 273.00 212.00 289.00 224.00 2 39 289.00 224.00 315.00 247.00 1 40 372.00 244.00 376.00 242.00 2 41 376.00 242.00 390.00 240.00 1 42 390.00 240.00 406.00 234.00 1 43 406.00 234.00 413.00 231.00 2 h:\12215-00\stedwin\12215st5.OUT Page 2 44 413.00 231.00 447.00 220.00 1 45 447.00 220.00 462.00 220.00 1 46 462.00 220.00 492.00 239.00 1 47 492.00 239.00 533.00 246.00 1 48 533.00 246.00 540.00 246.00 1 49 540.00 246.00 588.00 241.00 1 50 588.00 241.00 668.00 287.00 1 51 668.00 287.00 690.00 293.00 1 52 690.00 293.00 720.00 294.00 1 53 720.00 294.00 739.00 297.00 1 54 739.00 297.00 750.00 297.00 1 55 750.00 297.00 799.00 297.00 1 56 289.00 224.00 342.00 240.00 2 57 273.00 212.00 376.00 242.00 1 58 81.00 151.00 94.00 141.00 4 59 60.00 131.00 94.00 141.00 2 60 94.00 141.00 150.00 158.00 2 61 150.00 158.00 212.00 177.00 2 62 243.00 186.00 406,00 234.00 2 63 60.00 127.00 94.00 137.00 1 64 94.00 137,00 98.00 138.00 4 65 98.00 138,00 150.00 154.00 1 66 150,00 154,00 221,00 176.00 1 67 233,00 179,00 413,00 231.00 1 68 98,00 138,00 130,00 118.00 4 69 87,00 107,00 130,00 118.00 2 70 130.00 118,00 199.00 134.00 2 71 199.00 134,00 289.00 156.00 2 72 289.00 156,00 383.00 177.00 2 73 383.00 177.00 488.00 201.00 2 74 488.00 201.00 630.00 235.00 2 75 630.00 235.00 739.00 261.00 2 76 87.00 100.00 135.00 112.00 1 77 135.00 112.00 137.00 113.00 4 78 137.00 113.00 199.00 127.00 1 79 199.00 127.00 289.00 149.00 1 80 289.00 149.00 383.00 170.00 1 81 383.00 170.00 488.00 194.00 1 82 488.00 194.00 630.00 228.00 1 83 630.00 228.00 739.00 254.00 1 84 137.00 113.00 154.00 100.00 4 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil Soil Total Saturated Cohesion Friction Type Unit Wt. Unit Wt. Intercept Angle No. (pcf) (pcf) (psf) (deg) 1 135.0 135.0 500.0 38.0 2 130.0 130.0 50.0 16.5 3 130.0 130.0 200.0 33.0 4 130.0 130.0 100.0 15.0 Pore Pressure Piez. Pressure Constant Surface Param, ,00 .00 .00 .00 (psf) .0 .0 .0 .0 No. 1 1 1 1 1 PIEZOMETRIC SURFACE(S) Unit Weight of Water = Piezometric Surface No. 8 Coordinate Points HAVE BEEN SPECIFIED 62.40 1 Specified by Y-Water (ft) 107.00 118.00 134.00 156.00 177.00 201.00 235.00 261.00 Janbus Empirical Coef is being used for the case of c S phi both > 0 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Point No. 1 2 3 4 5 6 7 8 X-Water (ft) 87.00 130.00 199.00 289.00 383.00 488.00 630.00 739.00 h:\12215-00\stedwin\12215st5.OUT Page 3 Specified. 200 Trial Surfaces Have Been Generated. 3 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 10.0 Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) 1 87.00 103.50 199.00 130.50 7.00 2 383.00 173.50 488.00 197.50 7.00 3 630.00 231.50 739.00 257.50 7.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 18 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 59.74 164.87 2 66.27 159.40 3 74.24 153.36 4 82,65 147,96 5 89,92 141,08 6 96,99 134,01 7 104,53 127.44 8 113.10 122.29 9 122.08 117.90 10 131.37 114.20 11 459.82 190.85 12 713.53 254.26 13 715.89 263.98 14 721.98 271.91 15 729.05 278.98 16 734.84 287.14 17 741.23 294.82 18 741.62 302.00 *** 1.810 *** Individual data on the 75 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load_ No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 6.5 2359.6 .0 .0 .0 .0 .0 .0 .0 2 2.7 2350.8 .0 .0 .0 .0 .0 .0 .0 3 2.0 2841.1 .0 .0 .0 .0 .0 .0 .0 4 3.2 6632.8 .0 .0 .0 .0 .0 .0 .0 5 5.2 13293.9 .0 .0 .0 .0 .0 .0 .0 6 1.5 4391.2 .0 .0 .0 .0 .0 .0 .0 7 1.7 5127.1 .0 .0 .0 .0 .0 .0 .0 8 7.3 27876.7 .0 .0 .0 .0 .0 .0 .0 9 1.0 4518.6 .0 .0 .0 .0 .0 .0 .0 10 3.1 15225.1 .0 .0 .0 .0 .0 .0 .0 11 3.0 16333.9 .0 .0 .0 .0 .0 .0 .0 12 1.0 5873.7 .0 .0 .0 .0 .0 .0 .0 13 6.5 41886.8 .0 .0 .0 .0 .0 .0 .0 14 6.5 47676.5 .0 .0 .0 .0 .0 .0 .0 15 2.1 16536.4 .0 .0 .0 .0 .0 .0 .0 16 9.0 74868.5 .0 .0 .0 .0 .0 .0 .0 17 1.9 16784.9 .0 .0 .0 .0 .0 .0 .0 18 1.0 9047.0 .0 .0 .0 .0 .0 .0 .0 19 .0 234.2 .0 .0 .0 .0 .0 .0 .0 20 5.0 46847.5 .0 .0 .0 .0 .0 .0 .0 21 1.4 13169.9 .0 128.0 .0 .0 .0 .0 .0 22 .6 6044.8 .0 73.1 .0 .0 .0 .0 .0 23 18.0 168095.5 .0 2148.6 ,0 .0 ,0 ,0 .0 24 14.0 123794.4 .0 1743,1 ,0 .0 .0 .0 ,0 25 35.0 282437.1 .0 4633.2 ,0 .0 ,0 ,0 .0 h:\12215-00\stedwin\12215st5.OUT Page 4 26 1.0 7495.9 .0 138.1 .0 .0 .0 .0 .0 27 2.0 14880.8 .0 277.3 .0 .0 .0 .0 .0 28 1.0 7724.8 .0 139.1 .0 .0 .0 .0 .0 29 2.0 17423.8 .0 279.2 .0 .0 .0 .0 .0 30 3.0 27974.9 .0 421.2 .0 .0 .0 .0 .0 31 4.0 37387.3 .0 566.1 .0 .0 .0 .0 .0 32 9.0 86253.2 .0 1292.5 .0 .0 .0 .0 .0 33 6.0 59128.0 .0 876.2 .0 .0 .0 .0 .0 34 6.0 60452.3 .0 887.7 .0 .0 .0 .0 .0 35 6.0 61817.6 .0 899.3 .0 .0 .0 .0 .0 36 4.0 41414.5 .0 605.9 .0 .0 .0 .0 .0 37 1.0 10279.8 .0 152.3 .0 .0 .0 .0 .0 38 29.0 312678.1 .0 4556.1 .0 .0 .0 .0 .0 39 16.0 184954.7 .0 2629.4 .0 .0 .0 .0 .0 40 15.0 181331.2 .0 2539.6 .0 .0 .0 .0 .0 41 11.0 134284.9 .0 1908.4 .0 .0 .0 .0 .0 42 27.0 301328.9 .0 4848.9 .0 .0 .0 .0 .0 43 30.0 302149.6 .0 5662.3 .0 .0 .0 ,0 .0 44 4.0 39564.7 .0 776,8 .0 .0 .0 ,0 .0 45 7,0 69376.8 .0 1371,8 .0 .0 ,0 ,0 .0 46 7,0 69512.8 ,0 1387,5 .0 ,0 ,0 .0 ,0 47 8,0 79572,9 .0 1605,0 .0 ,0 ,0 ,0 ,0 48 8.0 78556,2 ,0 1625,6 .0 .0 ,0 ,0 ,0 49 7,0 67066,0 ,0 1439,2 .0 ,0 .0 ,0 ,0 50 34.0 303042,7 ,0 7214,4 ,0 ,0 ,0 ,0 ,0 51 12.8 104471,8 ,0 2816,9 .0 .0 ,0 ,0 .0 52 2.2 17236,1 ,0 483.4 .0 ,0 .0 .0 ,0 53 26.0 194414.9 ,0 5506.2 .0 .0 .0 .0 .0 54 4.0 28076.0 .0 804.1 .0 .0 .0 .0 ,0 55 41.0 257726.9 .0 7585.3 .0 .0 .0 .0 ,0 56 7.0 38464.9 .0 1175.1 .0 .0 .0 .0 ,0 57 3.0 15977.3 .0 492.9 .0 .0 .0 .0 .0 58 37.0 210218.1 .0 5551.3 .0 .0 .0 .0 ,0 59 8.0 47614.8 .0 1071.8 .0 .0 .0 .0 .0 60 2.0 11568.4 .0 260.8 .0 .0 .0 .0 .0 61 40.0 243401.0 .0 4616.8 .0 .0 .0 .0 .0 62 38.0 255808.9 .0 3328.1 .0 .0 .0 .0 .0 63 18.0 129287.4 .0 1216.8 .0 .0 .0 .0 .0 64 4.0 29014.7 .0 239.0 .0 .0 .0 .0 .0 65 23.5 159855.4 .0 1174.5 .0 .0 .0 .0 .0 66 .2 1088.7 .0 14.6 .0 .0 .0 .0 .0 67 2.2 12494.7 .0 .0 .0 .0 .0 .0 .0 68 4.1 19448.4 ,0 .0 .0 .0 ,0 .0 .0 69 2.0 8305.4 ,0 .0 .0 .0 ,0 .0 .0 70 7.1 25080.9 ,0 .0 .0 .0 ,0 .0 .0 71 5.8 14630.9 .0 .0 .0 .0 ,0 .0 .0 72 4.2 6835.9 ,0 .0 .0 .0 ,0 .0 .0 73 2.2 2512.0 .0 .0 .0 .0 ,0 .0 .0 74 .1 92.4 ,0 .0 .0 .0 .0 .0 .0 75 .3 86.6 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 18 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 59 .74 164.87 2 66 .27 159.40 3 74 .24 153.36 4 82 .65 147.96 5 89 .92 141.08 6 96 ,99 134.01 7 104 ,53 127.44 8 113 ,10 122.29 9 122 .08 117.90 10 131 .37 114.20 11 459 ,82 190.85 12 713 ,53 254.26 13 715 .89 263.98 h:\12215-00\stedwin\12215st5.OUT Page 5 14 721.98 271.91 15 729.05 278.98 16 734.84 287.14 17 741.23 294.82 18 741.62 302,00 * * * 1.810 *** ilure Surface Specified By 22 ( Point X-Surf Y-Surf No. (ft) (ft) 1 38 . 49 164.56 2 40.39 162.67 3 50.35 161.80 4 59.64 158.11 5 68.25 153.02 6 75.98 146.67 7 85.62 144.02 8 93.79 138.26 9 101.45 131.83 10 109.14 125.44 11 117.63 120,14 12 124.70 113.07 13 446.18 187,07 14 657,64 238,68 15 664,71 245,76 16 670.13 254,16 17 674,19 263,30 18 681,15 270,48 19 686,79 278,73 20 691.47 287,57 21 694.45 297,12 22 698.15 302.00 *** 1.829 *** allure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 20.61 164.30 2 23.35 161.93 3 33.06 159.52 4 40.19 152.51 5 48.37 146.75 6 58.37 146.66 7 68.31 145.59 8 78.15 143.82 9 87.55 140.41 10 95.52 134.37 11 102.81 127.52 12 109.88 120.45 13 117.50 113.98 14 127.19 111.48 15 431.90 184.28 16 712.44 253.91 17 719.19 261.28 18 725.11 269.34 19 729.45 278.35 20 736.47 285.48 21 739.23 295.09 22 742.74 302.00 *** 1.875 *** allure Surface Specified By 21 Point X-Surf Y-Surf No. (ft) (ft) 1 31.90 164.46 2 37,11 160.74 3 46,01 156,17 4 53,42 149,45 5 63,41 149,09 h:\12215-00\stedwin\12215st5.OUT Page 6 6 71.49 143.20 7 80.75 139.42 8 88.83 133.54 9 98.64 131.56 10 106.59 125.51 11 113.92 118.70 12 121.34 111.99 13 479.33 194.77 14 697.37 246.16 15 703.57 254.01 16 709.63 261.97 17 713.35 271.25 18 720.18 278.56 19 722.44 288.30 20 726.48 297.44 21 728.24 302.00 *** 1.881 *** lilure Surface Specified By 21 Point X-Surf Y-Surf No. (ft) (ft) 1 32,94 164,48 2 36,73 161,86 3 43,84 154.83 4 53,80 153,91 5 61,42 147,43 6 69.36 141,35 7 77.65 135.77 8 87.58 134.58 9 97.03 131.32 10 104.46 124.62 11 111.54 117.56 12 121.51 116.78 13 131.45 115.76 14 392.43 174.08 15 728.51 253.44 16 734.79 261.22 17 738.11 270.66 18 743.49 279.08 19 750,27 286.43 20 754.68 295.41 21 761,13 302.00 *** 1,891 *** ailure Surface Specified By 19 Point X-Surf Y-Surf No. (ft) (ft) 1 43,99 164.64 2 49,09 159,62 3 56,47 152,87 4 63.55 145.81 5 71.46 139.69 6 80.32 135.06 7 89.19 130.43 8 99.00 128.51 9 106.09 121.46 10 114.69 116.36 11 123.52 111.67 12 432.16 182.49 13 733.56 254.39 14 737.17 263,71 15 742.63 272,09 16 749.44 279.42 17 752.78 288.84 18 755,69 298,41 19 759,27 302,00 *** 1.903 *** Failure Surface Specified By 19 Coordinate Points h:\12215-00\stedwin\12215st5.OUT Page 7 Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 * Failure Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 X-Surf (ft) 43.99 49.09 56.47 63.55 71.46 80.32 89.19 99.00 106.09 114.69 123.52 432.16 733.56 737.17 Y-Surf (ft) 164.64 159.62 152.87 145.81 139.69 135.06 130.43 128.51 121.46 116.36 111.67 182.49 254.39 263.71 272.09 279.42 288.84 298,41 302.00 742,63 749,44 752.78 755,69 759,27 1,903 *** Surface Specified By 22 Coordinate Points X-Surf (ft) 23,34 26,71 34,17 44.15 54.15 61.22 68.35 78.24 87.14 96.52 104.27 112.39 122.04 131,24 397,14 724,89 729.26 735.54 740,29 746.90 753.22 754.64 Y-Surf (ft) 164.34 161.37 154.72 154.00 153.89 146.82 139.80 138.32 133.75 130.30 123.97 118.14 115.53 111,59 178,81 252,62 261.62 269.39 278.19 285.70 293.45 302.00 *** 1.915 *** ilure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 30.41 164.44 2 32.03 162.88 3 39.60 156.35 4 47.56 150.30 5 56.80 146.48 6 65,72 141.95 7 73,30 135,43 8 82,60 131.75 9 91,55 127,30 10 99,23 120.89 11 109,23 120,68 12 119.08 119,01 13 126.89 112.75 14 399.02 174,78 15 693,83 246.90 h:\12215-00\stedwin\12215st5.OUT Page 8 16 700.31 254 .52 17 704.01 263 .81 18 707.68 273 .11 19 711.80 282 .23 20 718.57 289 .58 21 724.79 297 .42 22 728.72 302 .00 *** 1.933 * * * c o 2 ^ OS 5 s JO e " I p i2 O m to i I I 4-* CQ w » c p I cc • a oS b UJ I H • ^ O CM 1 Ol IO j; T- I CM CM OL P" to O 00 <o CO 'c "> •C ScO -r- CO < ^ JC m so Co p 5 o o •£ ^lO CM < O- SS^ooooo 3 S.CO CO CO CM CO •g = •«---••-T- ^ ooooo ir> o o iri o 1- -= —CO CO CO Ol CO •= CJ (O^ Bp"-ial oooo cncnoooooo WlOlOMIOCDCOCOCOCpcp ^ti: «s .Q o e OIJZ • o o o o o CD o o CO o o 1^ lO I <: 3 D) O A O .a Q. 00 O « CO o o o S2 o li £ C 2 ll o o in o o o CO o o CM i2 TJ IO E GQ O OQ I 3 O To O £ < £ o CO u. f CO o o J CO o o in o o CO o o H:\12215-00\stedwin\12215bq5.OUT Page 2 44 432.00 197.00 444.00 212.00 4 45 432.00 197.00 543.00 229.00 1 46 543.00 229.00 552.00 232.00 1 47 552.00 232.00 558.00 235.00 1 48 558.00 235.00 564.00 241.00 1 49 564.00 241.00 576.00 250.00 1 50 576.00 250.00 582.00 256.00 1 51 582.00 256.00 585.00 264.00 1 52 723.00 273.00 753.00 268.00 1 53 753.00 268.00 768.00 259.00 1 54 768.00 259.00 783.00 259.00 1 55 783.00 259.00 801.00 269.00 1 56 801.00 269.00 822.00 269.00 1 57 822.00 269.00 870.00 299.00 1 58 870.00 299.00 944.99 299.00 1 59 944.99 299.00 945.00 302.00 1 60 207.00 138.00 246.00 111.00 5 61 204.00 137.00 243.00 110.00 1 62 171.00 88.00 243.00 110.00 2 63 243.00 110,00 246.00 111,00 2 64 246.00 111.00 339.00 139,00 2 65 339.00 139,00 411.00 157,00 2 66 411.00 157.00 504,00 175,00 2 67 504,00 175,00 624,00 202,00 2 68 624.00 202,00 735,00 229,00 2 69 735.00 229.00 855,00 265,00 2 70 171.00 82.00 250,00 105,00 1 71 250.00 105.00 253.00 106,00 5 72 253.00 106.00 339.00 133.00 1 73 339.00 133.00 411.00 151.00 1 74 411.00 151.00 504.00 169.00 1 75 504.00 169,00 624.00 196.00 1 76 624.00 196.00 735.00 223.00 1 77 735.00 223,00 855.00 259.00 1 78 253.00 106,00 285.00 86.00 5 79 250.00 105,00 282.00 85.00 1 Type Unit Wt, Unit Wt. Intercept Angle Pressure Constant No. (pcf) (pcf) (psf) (deg) Param, (psf) 1 135.0 135.0 500,0 38.0 ,00 .0 2 130.0 130.0 50.0 16.5 .00 .0 3 130.0 130.0 200.0 33.0 .00 .0 4 125.0 125.0 .0 ,0 .00 .0 5 130.0 130.0 100.0 15,0 .00 .0 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. nnit wt. Unit Wt. Intercept Anqle Pressure Constant Surface No. 0 0 0 0 0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic Number Of Direction Ranges Specified = 2 Direction Counterclockwise Cohesion Friction Range Direction Limit Intercept Angle No. (deg) (psf) (deg) 1 .0 250.0 25.0 2 90.0 .0 25.0 Janbus Empirical Coef is being used for the case of c & phi both > A Critical Failure Surface Searching Method, Using A Random Technicjue For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 6 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 5.0 Box No. 1 X-Left (ft) 432.00 Y-Left (ft) 197.50 X-Right (ft) 450.00 Y-Right (ft) 202.50 Height (ft) 1.00 H:\12215-00\stedwin\12215bq5.OUT Page 3 2 543.00 229.50 543.00 229.50 1.00 3 552.00 232.50 552.00 232.50 1.00 4 558.00 235.50 558.00 235.50 1.00 5 564.00 241.50 564.00 241.50 1.00 6 570.00 260.00 570.00 260.00 .00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method * * Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 415.88 202.65 2 418.87 200.97 3 423.82 200.21 4 428.47 198.38 5 433.46 198.11 6 543.00 229.56 7 552,00 232.60 8 558,00 235,42 9 564,00 241,36 10 570,00 260,00 •k-k* 1,575 Individual data on the Water Water Force Force 14 slices Tie Tie Earthcjuake Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No, (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 3.0 612.6 .0 .0 .0 .0 ,0 ,0 .0 2 4.9 3043.9 .0 .0 .0 .0 .0 .0 .0 3 4.7 5066.7 .0 .0 .0 .0 .0 .0 .0 4 4.4 6717.4 .0 .0 .0 .0 .0 .0 .0 5 .6 930.2 .0 .0 .0 .0 .0 .0 .0 6 1.5 2646.4 .0 .0 .0 .0 .0 .0 .0 7 9.0 13930.5 .0 .0 .0 .0 .0 .0 .0 8 54.0 78389.9 .0 .0 .0 .0 .0 .0 .0 9 21.0 40283.9 .0 .0 .0 .0 .0 .0 .0 10 24.0 58157.9 .0 .0 .0 .0 .0 .0 .0 11 9.0 23160.2 .0 .0 .0 .0 ,0 ,0 ,0 12 6,0 15326,6 ,0 .0 .0 .0 .0 .0 .0 13 6.0 13709.5 .0 .0 .0 .0 .0 .0 .0 14 6.0 6157.8 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 416,33 202.87 2 419.44 200.91 3 424.35 199.99 4 429.24 198.95 5 434.17 198.06 6 543.00 229.13 7 552,00 232.48 8 558,00 235.11 9 564.00 241.36 10 570.00 260.00 *** 1,576 *** lilure Surface Specified By 10 Point X-Surf Y-Surf No. (ft) (ft) 1 416.68 203.04 2 420,20 200.61 3 425.08 199.54 4 430,08 199.45 5 434,87 198,02 6 543,00 229,70 7 552,00 232,37 H:\12215-00\stedwin\12215bq5,OUT Page 4 8 558,00 235.81 9 564.00 241.37 10 570.00 260.00 *** 1.588 *** Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 431.63 210.35 2 431.86 210.23 3 436.81 209.54 4 441.52 207.86 5 445.20 204.47 6 449.92 202.81 7 543.00 229.50 8 552.00 232.86 9 558.00 235.49 10 564.00 241.74 11 570,00 260.00 *** 1.589 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No, (ft) (ft) 1 434,22 211.62 2 436,40 209,89 3 441,05 208.06 4 444.59 204.53 5 449.27 202.76 6 543.00 229.15 7 552.00 232.47 8 558.00 236.00 9 564.00 241.58 10 570.00 260.00 *** 1.596 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 417.95 203.67 2 419.19 203.13 3 423.98 201.69 4 428.12 198.88 5 432.89 197.40 6 543.00 229.03 7 552.00 232.45 8 558.00 235,73 9 564,00 241.98 10 570.00 260.00 *** 1.596 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 416.94 203.17 2 419.29 201.08 3 424.19 200.06 4 428.93 198.49 5 433.84 197.53 6 543.00 229.95 7 552.00 232.29 8 558.00 235.37 9 564.00 241.29 10 570.00 260.00 *** 1.597 *** Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 428.64 208.89 2 428.94 208.58 H:\12215-00\stedwin\12215bq5.OUT Page 5 3 433.56 206.65 4 438.25 204.92 5 443.00 203.36 6 447.89 202.30 7 543.00 229.62 8 552.00 232.45 9 558.00 235.21 10 564.00 241.49 11 570.00 260.00 *- * * 1. 600 * * * ilure Surface Specified By 10 Point X-Surf Y-Surf No. (ft) (ft) 1 431.40 210.24 2 434.47 210.10 3 438.78 207.57 4 442.76 204.54 5 447,04 201.95 6 543,00 229,14 7 552,00 232.59 8 558.00 235,97 9 564,00 241,88 10 570,00 260,00 *** 1,602 *** lilure Surface Specified By 10 Point X-Surf Y-Surf No. (ft) (ft) 1 419.54 204.44 2 420.87 203.20 3 425.60 201.58 4 430.56 200,96 5 434.96 198,58 6 543.00 229,33 7 552.00 232.98 8 558.00 235,91 9 564.00 241.11 10 570.00 260,00 *** 1.602 * * * Coordinate Points Coordinate Points c Si a. «™ VD 3-S Ui mm— M n 4; p • w c ' 5 f= g O Si *.» . o • « g m • i CM O " CM Ol 5 o O o I in rH CM CM o o CM CM 0. P ^ •2-g.'Sp"?Q go " c-gooiess •r- if rH CO .2 8•^^0 „ O o Q ^ fc Q.0S0 50 O " ^in 01 < rH O = TJ . JJ>—.ooopp 2^ tjiriooino p ^ a.m CO CO CM 00 C ^—' f—I r-H I—4 r-l f-H Crt — ,00000 5^ uiricjcjino 0~ QCOCOCOCMCO r— C rH T-( rH r-l — * • o §• o rH CM PO ^ in 00 g 4> = — o o <" .^rHrHrHrHrHCMOICMCMCM (/Jminininininininic^in ^ ta.D oxj SJ"^ tJO.c — — O o o o iO o o in o o I < 4) k-3 cn H:\12215-00\stedwin\12215bq3.OUT Page 3 2 543.00 229.50 543.00 229.50 1.00 3 552.00 232.50 552.00 232.50 1.00 4 558.00 235.50 558.00 235.50 1.00 5 564.00 241.50 564.00 241.50 1.00 6 576.00 250,50 576,00 250,50 1,00 7 582.00 256.50 582.00 256.50 1.00 8 585.00 264.00 585.00 264.00 .00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method * * Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 439.18 212.00 2 442.19 209.31 3 445.77 205.83 4 449.80 202.87 5 543.00 229.20 6 552.00 232.63 7 558.00 235.55 8 564,00 241,06 9 576.00 250,01 10 582,00 256.98 11 585,00 264,00 *** 1,509 *** Individual data on the 15 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 2.8 458.1 .0 .0 .0 .0 .0 .0 .0 2 .2 65.4 .0 .0 .0 .0 .0 .0 .0 3 1.8 819.0 .0 .0 .0 .0 .0 .0 .0 4 1.8 1238.9 .0 .0 .0 .0 .0 .0 .0 5 4.0 4449.7 .0 .0 .0 .0 .0 .0 .0 6 48.2 70702.6 .0 .0 .0 .0 .0 .0 .0 7 21,0 40811.3 .0 .0 .0 .0 .0 .0 .0 8 24.0 59071.6 .0 .0 .0 .0 .0 .0 .0 9 9.0 23347.6 .0 .0 .0 .0 .0 .0 .0 10 6.0 15266.9 .0 .0 .0 .0 .0 .0 .0 11 6.0 13769.9 .0 .0 .0 .0 .0 .0 .0 12 6.0 11691.6 ,0 .0 .0 .0 .0 .0 .0 13 6.0 9769.9 ,0 .0 .0 .0 .0 .0 .0 14 6.0 6677.1 ,0 .0 .0 .0 .0 .0 .0 15 3.0 1165.5 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 438,27 212. 00 2 442,10 209. 07 3 445.78 205. 69 4 449,92 202. 89 5 543,00 229. 44 6 552.00 232. 98 7 558,00 235. 26 8 564,00 241. 73 9 576.00 250. 62 10 582,00 256. 89 11 585.00 264. 00 *** 1.509 Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 416.00 202 71 2 416,55 202 17 H:\12215-00\stedwin\12215bq3.OUT Page 4 3 421.32 200.68 4 426.31 200.33 5 431.25 199.58 6 436.06 198.19 7 543.00 229.10 8 552.00 232.92 9 558.00 235.86 10 564.00 241.01 11 576.00 250.22 12 582.00 256.09 13 585.00 264.00 *** 1.510 * * * "ailure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 417.20 203.30 2 418.39 202.86 3 423.14 201.30 4 428.02 200.24 5 432.52 198,05 6 543,00 229,57 7 552,00 232,88 8 558,00 235,55 9 564,00 241.03 10 576,00 250.56 11 582,00 256.11 12 585.00 264.00 *** 1.513 *** Failure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 432.40 210.73 2 436.31 210.61 3 440.48 207.85 4 444.54 204.93 5 449.03 202.72 6 543.00 229.67 7 552.00 232.76 8 558.00 235.59 9 564.00 241.25 10 576.00 250.61 11 582.00 256.24 12 585.00 264.00 *** 1.514 *** Failure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 416.31 202.86 2 417.92 201.42 3 422.89 200.87 4 427.55 199.06 5 432.31 197.54 6 543.00 229.64 7 552.00 232.04 8 558.00 235.50 9 564.00 241.62 10 576.00 250.73 11 582.00 256.93 12 585.00 264.00 *** 1.518 *** Failure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 428.73 208.93 2 430,12 208.33 3 434,94 206.98 H:\12215-00\stedwin\12215bq3.OUT Page 5 4 439.61 205.19 5 444.34 203.57 6 449.18 202.34 7 543.00 229.39 8 552.00 232.11 9 558.00 235.42 10 564.00 241.82 11 576.00 250.51 12 582.00 256.45 13 585.00 264.00 * * * 1.519 * * * ilure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 418.21 203.79 2 422.25 201.98 3 427.24 201.61 4 431,78 199.51 5 436,66 198.42 6 543,00 229,17 7 552,00 232,94 8 558,00 235,91 9 564,00 241,30 10 576.00 250.08 11 582.00 256.96 12 585,00 264.00 *** 1,521 *** lilure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 428.16 208.65 2 428.77 208.05 3 433.64 206.90 4 438.57 206.06 5 442.82 203.43 6 447.49 201.65 7 543.00 229.42 8 552.00 232.39 9 558.00 235.96 10 564.00 241.60 11 576.00 250.54 12 582.00 256.74 13 585.00 264.00 *** 1,522 *** ailure Surface Specified By 13 Point X-Surf Y-surf No. (ft) (ft) 1 421,71 205.50 2 423,36 204.10 3 428,31 203.36 4 433,23 202.45 5 438,20 201.94 6 443,10 200.94 7 543.00 229.61 8 552.00 232,12 9 558.00 235,11 10 564.00 241,05 11 576.00 250,16 12 582.00 256,41 13 585.00 264,00 *** 1.522 *** h:\12215-00\stedwin\12215bbl.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability toalysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 4/16/03 Time of Run: 4:08PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215bbl. Output Filename: H:12215bbl.OUT Unit: ENGLISH Plotted Output Filename: H:12215bbl.PLT PROBLEM DESCRIPTION 12215-00 - - Kelly Core - - Sect ion B-B' - - BPS (w/ Fault 6 Toe) BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. 30 Top Boundaries 78 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil T No. (ft) (ft) (ft) (ft) Below 1 6.00 120.00 24.00 120,00 3 2 24.00 120.00 30.00 136,00 3 3 30.00 136.00 45.00 143,00 3 4 45.00 143.00 96.00 144,00 3 5 96.00 144.00 141.00 151.00 3 6 141.00 151.00 174,00 160,00 3 7 174.00 160.00 258,00 160,00 3 8 258.00 160.00 300.00 163.00 3 9 300.00 163.00 339.00 166.00 3 10 339.00 166.00 348.00 166.00 3 11 348.00 166.00 349.00 170.00 3 12 349.00 170.00 390.00 190.00 3 13 390.00 190.00 435.00 212.00 3 14 435.00 212.00 444.00 212.00 3 15 444.00 212.00 498.00 229.00 4 16 498.00 229.00 519.00 241.00 4 17 519.00 241.00 543.00 250.00 4 18 543.00 250.00 570.00 260.00 4 19 570.00 260.00 585.00 264.00 4 20 585.00 264.00 612,00 271.00 1 21 612.00 271.00 635,00 274.00 1 22 635.00 274.00 666,00 268.00 1 23 666.00 268.00 696,00 273.00 1 24 696.00 273.00 723.00 273.00 1 25 723.00 273.00 756,00 277.00 3 26 756.00 277.00 803.00 279.00 3 27 803.00 279.00 854.00 302.00 3 28 854.00 302.00 945.00 302.00 3 29 945.00 302.00 957.00 301.00 1 30 957.00 301.00 990.00 301.00 1 31 6.00 120.00 21.00 100.00 1 32 21.00 100.00 51.00 100.00 1 33 51.00 100.00 69.00 103.00 1 34 69.00 103.00 75.00 109.00 1 35 75.00 109.00 117.00 121.00 1 36 117.00 121.00 180.00 133.00 1 37 180.00 133.00 204.00 137.00 1 38 204.00 137.00 207.00 138.00 5 39 207.00 138.00 258,00 147.00 1 40 258.00 147.00 312,00 160.00 1 41 312.00 160.00 345,00 163.00 1 42 345.00 163.00 390,00 163.00 1 43 390.00 163.00 432,00 197.00 1 h:\12215-00\stedwin\12215bbl.OUT Page 2 44 432.00 197.00 543.00 229.00 1 45 543.00 229.00 552.00 232.00 1 46 552.00 232.00 558.00 235.00 1 47 558.00 235.00 564.00 241.00 1 48 564.00 241.00 576.00 250.00 1 49 576.00 250.00 582.00 256.00 1 50 582.00 256.00 585.00 264.00 1 51 723.00 273.00 753.00 268.00 1 52 753.00 268.00 768.00 259.00 1 53 768.00 259.00 783.00 259.00 1 54 783.00 259.00 801.00 269.00 1 55 801.00 269.00 822.00 269.00 1 56 822.00 269.00 870.00 299.00 1 57 870.00 299.00 944.99 299.00 1 58 944.99 299.00 945.00 302.00 1 59 207.00 138.00 246.00 111.00 5 60 204.00 137.00 243.00 110.00 1 61 171.00 88.00 243.00 110.00 2 62 243.00 110,00 246.00 111.00 2 63 246.00 111,00 339.00 139.00 2 64 339,00 139,00 411.00 157,00 2 65 411,00 157.00 504.00 175,00 2 66 504.00 175.00 624.00 202,00 2 67 624,00 202,00 735.00 229,00 2 68 735,00 229,00 855.00 265,00 2 69 171,00 82,00 250,00 105,00 1 70 250,00 105.00 253,00 106.00 5 71 253,00 106.00 339.00 133.00 1 72 339,00 133.00 411.00 151.00 1 73 411,00 151.00 504.00 169.00 1 74 504.00 169.00 624.00 196.00 1 75 624.00 196.00 735.00 223.00 1 76 735.00 223.00 855.00 259.00 1 77 253.00 106.00 285.00 86.00 5 78 250.00 105.00 282.00 85.00 1 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. Type Unit Wt . Unit Wt. Intercept Angle Pressure Constant Surface No. (pcf) (pcf) (psf) (deg) Param. (psf) No. 1 135.0 135.0 500.0 38.0 .00 .0 1 2 130.0 130.0 50,0 16.5 .00 .0 1 3 130.0 130.0 200.0 33.0 .00 .0 1 4 125.0 125,0 250.0 25.0 .00 .0 1 5 130.0 130.0 100.0 15.0 .00 .0 1 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED Unit Weight of Water = Piezometric Surface No. 9 Coordinate Points 62.40 1 Specified by Y-Water (ft) 88.00 110.00 111.00 139.00 157.00 175.00 202.00 229.00 265.00 Janbus Empirical Coef is being used for the case of c S phi both > A Critical Failure Surface Searching Method, Using A Random Technicjue For Generating Sliding Block Surfaces, Has Been Specified. 1000 Trial Surfaces Have Been Generated. 6 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Point No. 1 2 3 4 5 6 7 8 9 X-Water (ft) 171.00 243.00 246.00 339.00 411.00 504.00 624.00 735.00 855.00 h:\12215-00\stedwin\12215bbl.OUT Page 3 Sliding Block Is 10.0 Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) 1 222.00 100.00 261.00 112.00 6.00 2 339.00 136.00 339.00 136.00 6.00 3 411.00 154.00 411.00 154.00 6.00 4 504.00 172.00 504.00 172.00 6.00 5 624.00 199.00 624.00 199.00 6.00 6 735.00 226.00 855.00 262.00 6.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method * * Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 172.36 159.55 2 177.88 154.63 3 186,36 149,34 4 195,11 144,48 5 202.37 137.61 6 210,34 131,58 7 219,52 127,59 8 227.39 121.43 9 235,05 115,00 10 244,99 113,90 11 252,17 106,94 12 339,00 137.16 13 411.00 151.14 14 504.00 170.15 15 624,00 196,27 16 843,01 256,46 17 849,82 263,78 18 855,16 272,23 19 861.12 280.26 20 867,90 287,62 21 874.82 294.83 22 875.34 302.00 *** 1.837 *** Individual data on the 67 slices Water Water Tie Tie Earthciuake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 1.6 202,8 ,0 .0 ,0 ,0 .0 .0 .0 2 3.9 1834,3 ,0 .0 ,0 .0 .0 .0 .0 3 8.5 8839.8 .0 .0 ,0 .0 .0 .0 .0 4 8.7 14876.6 ,0 .0 ,0 .0 .0 .0 .0 5 7.3 17894.2 .0 .0 ,0 .0 .0 .0 .0 6 1.0 2827.4 .0 .0 ,0 .0 .0 .0 .0 7 .7 2050.4 .0 ,0 .0 .0 .0 .0 .0 8 3.0 9666.6 .0 .0 .0 .0 .0 .0 .0 9 3.3 11842.3 .0 ,0 .0 .0 .0 .0 .0 10 4.0 15349.8 .0 .0 .0 .0 .0 .0 .0 11 5.2 21244.1 .0 .0 .0 .0 .0 .0 .0 12 7.9 36901.7 .0 .0 .0 .0 .0 .0 .0 13 4.2 22677.9 .0 .0 .0 .0 .0 .0 .0 14 3.4 19731.6 .0 .0 .0 .0 .0 .0 .0 15 .9 5173.4 .0 .0 .0 .0 .0 .0 .0 16 5.3 31938.6 .0 ,0 .0 .0 .0 .0 .0 17 3.8 23148.7 .0 ,0 .0 .0 .0 .0 .0 18 2,5 15932,4 .0 ,0 .0 .0 .0 .0 .0 19 4,7 31540,8 .0 1147.4 ,0 ,0 .0 .0 .0 20 5,8 40390,1 .0 2133,1 ,0 ,0 .0 ,0 .0 21 42,0 253441,7 .0 12384,6 ,0 .0 .0 .0 .0 22 12,0 60715,9 .0 2575,4 ,0 .0 .0 ,0 .0 h:\12215-00\stedwin\12215bbl.OUT Page 4 23 27.0 117624.1 .0 4229.8 .0 .0 .0 .0 .0 24 6.0 22730.4 .0 743.2 .0 .0 .0 .0 .0 25 3.0 11011.7 .0 418.1 .0 .0 .0 .0 .0 26 1.0 3877.6 .0 146.3 .0 .0 .0 .0 .0 27 41.0 200136.1 .0 8965.0 .0 .0 .0 .0 .0 28 21.0 127472.0 .0 6835.7 .0 .0 .0 .0 .0 29 21.0 145369.8 .0 7549.1 .0 .0 .0 .0 .0 30 3.0 22197.3 .0 1053.8 .0 .0 .0 .0 .0 31 9.0 66040.0 .0 3124.6 .0 .0 .0 .0 .0 32 54.0 408190.0 .0 17584 .5 . 0 . 0 .0 .0 .0 33 6.0 48575.1 .0 1830.8 .0 .0 .0 .0 .0 34 15.0 128592.3 .0 4581.8 .0 .0 .0 .0 .0 35 24.0 219685.5 .0 7545.2 .0 .0 .0 .0 .0 36 9.0 85397.1 .0 2897.5 .0 .0 .0 .0 .0 37 6.0 57870.8 .0 1952.3 .0 .0 .0 .0 .0 38 6.0 58748.4 .0 1968.7 .0 .0 .0 .0 .0 39 6.0 59671.0 .0 1985.2 .0 .0 .0 .0 .0 40 6.0 60315.2 .0 2001.7 .0 .0 ,0 .0 .0 41 6.0 60771.1 ,0 2018.2 ,0 .0 ,0 .0 ,0 42 3,0 30648.4 ,0 1015.3 .0 .0 .0 .0 ,0 43 27,0 279107.9 ,0 9323.0 .0 .0 .0 .0 .0 44 12,0 124101.6 ,0 4250,7 .0 ,0 ,0 .0 .0 45 11,0 111810.7 ,0 3843.4 .0 ,0 ,0 .0 ,0 46 31,0 281501.4 .0 9538.8 ,0 ,0 ,0 .0 .0 47 30,0 236594.7 ,0 7414,4 ,0 ,0 ,0 ,0 ,0 48 27,0 193621.7 .0 5145,1 ,0 .0 .0 .0 .0 49 12,0 78484.4 .0 1822,1 ,0 ,0 ,0 ,0 ,0 50 18,0 111736.1 .0 2737.4 ,0 .0 .0 .0 ,0 51 3,0 17910.5 .0 505.5 ,0 .0 .0 ,0 ,0 52 12,0 68703.6 .0 2162.5 ,0 .0 .0 .0 .0 53 15,0 79191.7 .0 3019.7 .0 .0 .0 .0 .0 54 18,0 86067.3 .0 4087.9 ,0 .0 .0 .0 .0 55 2,0 8979.2 .0 485.5 .0 .0 .0 .0 ,0 56 19.0 88563.2 .0 4923.8 .0 .0 .0 .0 .0 57 21.0 107619.0 .0 6101.8 .0 .0 .0 .0 .0 58 6.4 32741.6 .0 1386.8 .0 .0 .0 .0 .0 59 .4 2069.5 .0 .0 .0 .0 .0 .0 .0 60 4.2 18875.2 .0 .0 .0 .0 .0 .0 .0 61 1.2 4734.4 .0 .0 .0 .0 .0 .0 .0 62 6.0 20422.2 .0 .0 .0 .0 .0 .0 .0 63 6.8 16298.8 .0 .0 .0 .0 .0 .0 .0 64 2.1 3732.0 .0 .0 .0 .0 .0 .0 .0 65 4.8 6229.7 .0 .0 .0 .0 .0 .0 .0 66 .3 201.8 .0 .0 .0 .0 .0 .0 .0 67 .2 42.2 .0 ,0 .0 .0 .0 .0 ,0 Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 172. 36 159.55 2 177. 88 154.63 3 186. 36 149.34 4 195. 11 144 .48 5 202. 37 137.61 6 210. 34 131.58 7 219. 52 127.59 8 227. 39 121.43 9 235. 05 115.00 10 244, 99 113.90 11 252, 17 106.94 12 339, 00 137.16 13 411, 00 151.14 14 504. 00 170.15 15 624. 00 196.27 16 843. 01 256,46 17 849. 82 263,78 18 855. 16 272,23 h:\12215-00\stedwin\12215bbl.OUT Page 5 19 861.12 280.26 20 867.90 287.62 21 874.82 294.83 22 875,34 302.00 *** 1.837 *** 'allure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 172.36 159.55 2 177.88 154.63 3 186.36 149.34 4 195.11 144.48 5 202.37 137.61 6 210.34 131.58 7 219.52 127.59 8 227.39 121.43 9 235.05 115.00 10 244.99 113.90 11 252.17 106,94 12 339.00 137,16 13 411,00 151,14 14 504,00 170,15 15 624,00 196,27 16 843,01 256,46 17 849,82 263,78 18 855,16 272,23 19 861.12 280,26 20 867.90 287,62 21 874.82 294,83 22 875.34 302,00 *** 1.837 *** Failure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 172.36 159.55 2 177.88 .154.63 3 186.36 149.34 4 195.11 144.48 5 202.37 137.61 6 210.34 131.58 7 219.52 127.59 8 227.39 121.43 9 235.05 115.00 10 244,99 113.90 11 252.17 106,94 12 339.00 137,16 13 411.00 151.14 14 504.00 170.15 15 624.00 196.27 16 843.01 256,46 17 849.82 263,78 18 855.16 272,23 19 861.12 280.26 20 867.90 287.62 21 874.82 294.83 22 875.34 302.00 *** 1.837 *** Failure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 172.36 159.55 2 177.88 154.63 3 186,36 149,34 4 195,11 144.48 5 202.37 137,61 6 210.34 131,58 h:\12215-00\stedwin\12215bbl.OUT Page 6 7 8 219.52 227.39 127.59 121.43 9 235.05 115.00 10 244.99 113.90 11 252.17 106.94 12 339.00 137.16 13 411.00 151.14 14 504.00 170.15 15 624.00 196.27 16 843.01 256.46 17 849.82 263.78 18 855.16 272.23 19 861.12 280.26 20 867.90 287.62 21 874.82 294.83 22 875.34 302.00 1.837 *** ilure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 172.36 159.55 2 177,88 154.63 3 186,36 149.34 4 195,11 144.48 5 202,37 137.61 6 210,34 131.58 7 219,52 127.59 8 227.39 121.43 9 235.05 115.00 10 244.99 113.90 11 252.17 106.94 12 339.00 137.16 13 411.00 151.14 14 504.00 170.15 15 624.00 196.27 16 843.01 256.46 17 849.82 263.78 18 855.16 272.23 19 861.12 280.26 20 867.90 287.62 21 874.82 294.83 22 875.34 302.00 *** 1.837 *** iilure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 172.36 159.55 2 177.88 154.63 3 186.36 149.34 4 195.11 144.48 5 202.37 137.61 6 210.34 131.58 7 219.52 127.59 8 227.39 121.43 9 235.05 115.00 10 244.99 113.90 11 252.17 106.94 12 339.00 137.16 13 411.00 151.14 14 504.00 170.15 15 624.00 196.27 16 843.01 256,46 17 849,82 263,78 18 855.16 272,23 19 861.12 280,26 20 867.90 287,62 h:\12215-00\stedwin\12215bbl.OUT Page 7 21 874.82 294.83 22 875.34 302.00 *** 1.837 *** 'ailure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 183.85 160.00 2 185.22 159.60 3 192.54 152.78 4 199.68 145.78 5 208.32 140.73 6 215.71 134.00 7 223.42 127.63 8 231.09 121.21 9 238.73 114.76 10 246.28 108.20 11 339.00 133.26 12 411.00 151.61 13 504.00 172.09 14 624,00 200.52 15 829,80 251,64 16 836,55 259,02 17 838,30 268,86 18 844,57 276,65 19 848,36 285,91 20 855,40 293,01 21 861,63 300.84 22 862,30 302.00 *** 1,855 *** Failure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 168,47 158.49 2 171,95 158.10 3 179.54 151.59 4 187.37 145.38 5 194.73 138.60 6 203.84 134.48 7 213.15 130.82 8 222.44 127.11 9 230.05 120.64 10 237.27 113.71 11 244.84 107.18 12 339.00 138.32 13 411.00 153.02 14 504.00 173.33 15 624.00 199.80 16 819.98 250.99 17 826.86 258.25 18 833.80 265.45 19 836,32 275.13 20 840.61 284.16 21 841.54 294.12 22 842,35 296.75 *** 1.918 *** Failure Surface Specified By 22 Point X-Surf Y-Surf No. (ft) (ft) 1 168,47 158.49 2 171,95 158.10 3 179,54 151.59 4 187,37 145.38 5 194,73 138.60 6 203,84 134.48 7 213,15 130.82 8 222.44 127.11 h:\12215-00\stedwin\12215bbl.OUT Page 8 9 230.05 120.64 10 237.27 113.71 11 244.84 107.18 12 339.00 138.32 13 411,00 153.02 14 504,00 173.33 15 624.00 199.80 16 819.98 250.99 17 826.86 258.25 18 833.80 265.45 19 836.32 275.13 20 840.61 284.16 21 841.54 294.12 22 842.35 296.75 *** 1.918 *** o a CM oi CO e s c s p « g o I I c B (O m c p a: a. >»c5 — CM I • a o o c o o o (0 Q Ooooo a. p^ CO ||,-apujq g O C is 00 CD CO E •t:.5S.co^co.§ Mm o : IO CM CM - g-.o ooo C 2 o if> o c> ui 3 QCO CO CO Ol co-^ ^ oooo tciooiA , CO CO CO Ol S o"- cn ,„^^^mminmmmin wO>^a>o>o>o>o>o>o>o> % (QXI o-o »>.- cnx: - —i o o o o CO 00 I < '6 >— 3 OJ H:\12215-00\stedwin\12215cq4.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 7/9/03 Time of Run: 2:27PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215cq4. Output Filename: H:12215cq4.OUT Unit: ENGLISH Plotted Output Filename: H:12215cq4.PLT PROBLEM DESCRIPTION 12215-00 - - Kelly Core - - Sect ion C-C - - QIs - - Lower BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0,00 to Y-values listed. 28 Top Boundaries 70 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil T No, (ft) (ft) (ft) (ft) Below 1 ,00 120.00 120,00 120,00 1 2 120,00 120.00 132,00 133,00 3 3 132,00 133.00 234,00 133,00 3 4 234.00 133.00 285,00 146.00 3 5 285.00 146.00 336,00 160.00 4 6 336.00 160.00 375,00 172.00 4 7 375.00 172.00 420,00 184.00 4 8 420.00 184.00 480,00 199.00 4 9 480.00 199.00 540.00 217.00 4 10 540.00 217.00 561.00 220.00 4 11 561.00 220.00 591.00 220.00 4 12 591.00 220.00 609.00 232.00 4 13 609.00 232.00 636.00 244.00 4 14 636.00 244.00 663.00 253.00 4 15 663.00 253.00 690.00 262.00 4 16 690.00 262.00 726.00 271.00 4 17 726.00 271.00 762.00 280.00 4 18 762.00 280.00 801.00 284.50 4 19 801.00 284.50 828.00 286.00 4 20 828.00 286.00 840.00 287.50 4 21 840.00 287.50 855.00 292.00 4 22 855.00 292.00 885.00 295.00 4 23 885.00 295.00 930.00 306.00 4 24 930.00 306.00 963.00 316.00 1 25 963.00 316.00 990.00 322.00 1 26 990.00 322.00 1065.00 322.00 1 27 1065.00 322.00 1083.00 325.00 1 28 1083.00 325.00 1100.00 325.00 1 29 120.00 120.00 180.00 110.00 1 30 180.00 110.00 207.00 115.00 1 31 207.00 115.00 225.00 121.00 1 32 225.00 121.00 258.00 124.00 1 33 258.00 124.00 264.00 126.00 1 34 264.00 126.00 276.00 136.00 1 35 276.00 136.00 285.00 146.00 3 36 276.00 136.00 306.00 139.00 1 37 306.00 139.00 345.00 145,00 1 38 345.00 145.00 390.00 154,00 1 39 390.00 154.00 435.00 166,00 1 40 435.00 166.00 477.00 178.00 1 41 477.00 178,00 519.00 190,00 1 42 519.00 190,00 555.00 202,00 1 43 555.00 202,00 594.00 214.00 1 H:\12215-00\stedwin\12215cq4.OUT Page 2 44 594.00 214.00 645.00 229.00 1 45 645.00 229.00 681.00 238.00 1 46 681.00 238.00 732.00 247.00 1 47 732.00 247,00 807.00 265.00 1 48 807.00 265,00 864.00 280.00 1 49 864.00 280.00 909.00 295.00 1 50 909.00 295.00 930.00 306.00 1 51 249.00 79.00 330.00 106.00 2 52 330.00 106.00 417.00 130.00 2 53 417.00 130.00 480.00 145.00 2 54 480.00 145.00 558.00 163.00 2 55 558.00 163.00 654.00 181.00 2 56 654.00 181.00 726.00 196.00 2 57 726.00 196.00 828.00 220.00 2 58 828.00 220.00 903.00 238.00 2 59 903.00 238.00 978.00 247.00 2 60 978.00 247.00 1047.00 262.00 2 61 249.00 73.00 330.00 100.00 1 62 330.00 100.00 417.00 124.00 1 63 417.00 124.00 480.00 142.00 1 64 480,00 142.00 558.00 160.00 1 65 558,00 160,00 654.00 178.00 1 66 654,00 178,00 726.00 190.00 1 67 726,00 190,00 828.00 214.00 1 68 828,00 214,00 903.00 232.00 1 69 903,00 232,00 978,00 244.00 1 70 978,00 244.00 1047.00 259.00 1 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil Soil Total Saturated Cohesion Friction Pore Pressure Piez. Type Unit Wt . Unit Wt. Intercept Angle Pressure Constant Surface No. (pcf) (pcf) (psf) (deg) Param. (psf) No. 1 135.0 135.0 500.0 38.0 .00 .0 0 2 130.0 130.0 50.0 16.5 .00 .0 0 3 130.0 130.0 200.0 33.0 .00 .0 0 4 125.0 125.0 .0 .0 .00 .0 0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Js Anisotropic Nuinber Of Direction Ranges Specified = 3 Direction Range No. 1 2 3 Counterclockwise Direction Limit (deg) .0 30.0 90.0 Friction Angle (deg) 25.0 25.0 25.0 Cohesion Intercept (psf) 250.0 .0 250.0 Janbus Empirical Coef is being used for the case of c & phi both > 0 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 8 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 5.0 Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) 1 276.00 136.50 294.00 138.00 1,00 2 306.00 139.50 306.00 139.50 1,00 3 345.00 145.50 345,00 145.50 1.00 4 390.00 154.50 390,00 154.50 1,00 5 435.00 166.50 435,00 166.50 1,00 6 477.00 178.50 477,00 178.50 1.00 7 519.00 190.50 519,00 190,50 1.00 8 555.00 202.50 594,00 214,50 1.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical H:\12215-00\stedwin\12215cq4.OUT Page 3 *^*^Safety Factors Are Calculated By The Modified Janbu Method * * Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 277.85 144.18 2 279.47 143.79 3 283.60 140.97 4 287.52 137.87 5 306.00 139.35 6 345.00 145.05 7 390.00 154.73 8 435.00 166.86 9 477.00 178.65 10 519.00 190.09 11 555.99 203.18 12 559.47 206.77 13 562.86 210,44 14 564,20 215,26 15 567,68 218,84 16 568,76 220,00 *** 1,937 *** Individual data on the 23 slices Water Water Tie Tie Earthcjuake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load NO (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 1.6 83.9 .0 .0 .0 .0 .0 .0 .0 2 2.2 521.7 .0 .0 .0 .0 .0 .0 .0 3 1.9 946.5 .0 .0 .0 .0 .0 .0 .0 4 1.4 985.7 .0 .0 .0 .0 .0 .0 .0 5 2.5 2356.8 .0 .0 .0 .0 .0 .0 .0 6 18.5 24523.6 .0 .0 .0 .0 .0 .0 .0 7 30.0 53777.8 .0 .0 .0 .0 .0 .0 .0 8 9.0 19117.8 .0 .0 .0 .0 .0 .0 .0 9 30.0 71661.4 .0 .0 .0 .0 .0 .0 .0 10 15.0 39160.3 .0 .0 .0 .0 .0 .0 .U 11 30.0 79610.5 .0 .0 .0 .0 .0 .0 .U 12 15.0 39450.5 .0 .0 .0 .0 .0 .0 ,0 13 42.0 106289.8 .0 .0 .0 .0 .0 .0 . .M 14 3.0 7336.6 .0 .0 .0 .0 .0 .0 .0 15 39.0 97853.9 .0 .0 .0 .0 .0 .0 .0 16 21.0 52625.2 .0 .0 .0 .0 .0 .0 .0 17 16.0 35559.9 .0 .0 .0 .0 .0 ,0 ,0 18 3.5 6330.2 ,0 .0 .0 .0 .0 .0 .0 19 1.5 2356.5 .0 .0 .0 .0 .0 .0 .0 20 1.9 2461.7 .0 .0 .0 .0 .0 .0 .0 21 1.3 1191.4 .0 .0 .0 .0 .0 .0 .0 22 3.5 1285.7 .0 .0 .0 .0 .0 .0 .0 23 1.1 78.3 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 274.26 143.26 2 274.50 143.11 3 278.03 139.58 4 282.83 138.16 5 287.82 137.89 6 306.00 139.92 7 345.00 145.50 8 390.00 154.87 9 435.00 -166.01 10 477.00 178.63 11 519.00 190.19 12 557.55 203.71 13 560.09 208.01 H:\12215-00\stedwin\12215cq4.OUT Page 4 14 562.61 212.33 15 564.54 216.95 16 567.46 220.00 *** 1.943 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 269.55 142.06 2 270.64 141.38 3 274.26 137.94 4 279.05 136.49 5 306.00 139.03 6 345.00 145.46 7 390.00 154.25 8 435.00 166.86 9 477.00 178.52 10 519.00 190.19 11 555.30 202.68 12 558,73 206,32 13 562.24 209,88 14 564,66 214,25 15 568.19 217,80 16 570,36 220,00 *** 1,944 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 271.67 142.60 2 272.95 142.22 3 211 .I'i 140.80 4 282.39 138.95 5 287.06 137.19 6 306.00 139.13 7 345.00 145.12 8 390.00 154.98 9 435.00 166.15 10 477.00 178.87 11 519.00 190.10 12 560.48 204.25 13 563.94 207.86 14 565.56 212.59 15 568.53 216.61 16 571.39 220,00 *** 1.945 *** "allure Surface Specified By 16 Point X-Surf Y-Surf No. (ft) (ft) 1 278.47 144,34 2 278.60 144.24 3 282.54 141.16 4 286.67 138.34 5 291.61 137.56 6 306.00 139.73 7 345.00 145.62 8 390.00 154.89 9 435.00 166.28 10 477,00 178.23 11 519,00 190.98 12 555.55 202.66 13 557.91 207.07 14 560.56 211.31 15 563.66 215.23 16 565.17 220.00 kkk 1.949 *** Failure Surface Specified By 16 Point X-Surf Y-Surf H:\12215-00\stedwin\12215cq4.OUT Page 5 No. (ft) (ft) 1 277.55 144,10 2 278.50 143,31 3 282.77 140,73 4 286.48 137,37 5 306.00 139,80 6 345.00 145.60 7 390.00 154.99 8 435.00 166.81 9 477.00 178.66 10 519.00 190.88 11 556.85 203.13 12 559.78 207.19 13 563.31 210.72 14 565.75 215.09 15 567.13 219.90 16 567.23 220.00 kk* 1.949 *** ilure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 274,54 143.33 2 278,04 140.29 3 281,69 136.87 4 306,00 139.85 5 345,00 145.15 6 390,00 154.12 7 435.00 166.38 8 477,00 178.26 9 519.00 190.85 10 558.21 203.98 11 561.65 207.61 12 565.16 211.17 13 568.01 215.28 14 570.83 219.41 15 571.33 220.00 *** 1.949 *** ilure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 276.22 143,76 2 280.03 142,94 3 283.62 139,46 4 288.35 137,83 5 306.00 139.03 6 345.00 145.54 7 390.00 154.66 8 435.00 166.50 9 477.00 178.90 10 519,00 190.46 11 563.20 205.03 12 566.60 208.68 13 569.51 212.75 14 572.76 216.55 15 575.77 220.00 *** 1.951 *** ailure Surface Specified By 16 Point X-Surf Y-Surf No. (ft) (ft) 1 278.14 144.25 2 281.06 143.00 3 284.60 139.47 4 289.16 137.42 5 306.00 139.04 6 345.00 145.40 7 390.00 154.76 H:\12215-00\stedwin\12215cq4.OUT Page 6 8 435.00 166.21 9 477.00 178.60 10 519.00 190.51 11 558.24 203.29 12 560.68 207.66 13 564.19 211.22 14 566.78 215.49 15 569.17 219.89 16 569.27 220.00 * * * 1.951 * * * ilure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 283.38 145.59 2 284.25 144.74 3 287.80 141.21 4 291.83 138.25 5 306.00 139.47 6 345.00 145.83 7 390,00 154,24 8 435.00 166,65 9 477,00 178,80 10 519.00 190,15 11 560.14 204,50 12 563.37 208,31 13 565.78 212,69 14 569.25 216,29 15 569.83 220.00 • ** 1.952 *** o 3 Ol CM • CO ' i o c o o 0 s © ^ c: 1 P ~~ CM £1 i IO CM CM I CM Ooooo Q. P ^ (O -l-s-apwpi o c S oo CO CO c •C > 2, CO 1- CO < •« ^ c^° C3 O o " 2 y "> ° o p D.CO CO CO Ol CO-" •e 2 y ci c3 UJ o .-g SLCO CO CO CM •5|o^CMco^ o % g «J = •82 go <J>C» 0)OOOOT-J-T-C/JO>CJ)0)0000000 U-^T^T^oioloioioioloi «XJ o -a aj oix:—— o o CO o o m Oi I < '6 3 ii. H:\12215-00\stedwin\12215cq5.OUT Page 2 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil Soil Total Saturated Type Unit Wt No. (pcf) 594. 00 214. 00 645. 00 229, 00 645. 00 229. 00 681. 00 238. 00 681. 00 238. 00 732. 00 247. 00 732. 00 247. 00 807. 00 265. 00 807. 00 265. 00 864. 00 280. 00 864. 00 280. 00 909. 00 295. 00 909. 00 295. 00 930. 00 306. 00 249. 00 79. 00 330. 00 106. 00 330. 00 106 00 417. 00 130 00 417 00 130 00 480 00 145 00 480 00 145 00 558 00 163 00 558 00 163 00 654 00 181 00 654 00 181 00 726 00 196 00 726 00 196 00 828 00 220 00 828 00 220 .00 903 .00 238 .00 903 .00 238 .00 978 .00 247 .00 978 .00 247 .00 1047 .00 262 .00 249 .00 73 .00 330 .00 100 .00 330 .00 100 .00 417 .00 124 .00 417 .00 124 .00 480 ,00 142 .00 480 .00 142 .00 558 ,00 160 .00 558 .00 160 .00 654 ,00 178 ,00 654 .00 178 .00 726 ,00 190 ,00 726 .00 190 ,00 828 ,00 214 ,00 828 .00 214 .00 903 ,00 232 ,00 903 .00 232 .00 978 ,00 244 ,00 978 .00 244 .00 1047 ,00 • 259 ,00 Cohesion Friction Intercept Angle (psf) Unit Wt (pcf) 1 135.0 135.0 500.0 2 130.0 130,0 50,0 3 130.0 130.0 200.0 4 125.0 125.0 .0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic Number Of Direction Ranges Specified 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 Pore Pressure Piez. Pressure Constant Surface (deg) 38.0 16.5 33.0 .0 Param. .00 .00 .00 .00 (psf) .0 .0 .0 ,0 No, 0 0 0 0 Direction Range No. 1 2 3 Countercloclcwise Direction Limit (deg) .0 30.0 90.0 Cohesion Friction Intercept Angle (psf) (deg) 250,0 25,0 .0 25.0 250.0 25.0 Janbus Empirical Coef is being used for the case of c & phi both > 0 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 6 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 5.0 „ • u.- Y-Left X-Right Y-Right Height (ft) (ft) (ft) (ft) 211,50 606,00 217,50 1.00 229,50 645,00 229,50 1,00 238.50 681,00 238,50 1,00 247,50 732.00 247.50 1.00 265.50 807.00 265.50 1.00 o „v,,.«v, 280.50 909.00 295.50 1.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical *^"safety Factors Are Calculated By The Modified Janbu Method * Box No. 1 2 3 4 5 6 X-Left (ft) 585.00 645.00 681.00 732.00 807.00 864.00 H:\12215-00\stedwin\12215cq5.OUT Page 3 Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 588.29 220.00 2 590.73 217.57 3 594.44 214.22 4 645.00 229.26 5 681.00 239.00 6 732.00 247.82 7 807.00 265.58 8 908.20 295.60 9 910.00 300.26 10 911.08 301.38 *** 1.990 *** Individual data on the 21 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) ,0 1 2,4 370, 4 ,0 ,0 ,0 .0 ,0 .u (lbs) ,0 2 .3 87. 6 ,0 ,0 .0 .0 ,0 .0 .0 3 3.4 2310. 8 ,0 .0 .0 ,0 ,0 .0 .0 ,0 4 14.6 19592, 4 ,0 ,0 ,0 .0 ,0 .0 .0 ,0 5 27,0 52091, 4 ,0 ,0 ,0 ,0 ,0 . 0 .0 , 0 6 9,0 19776, 5 .0 ,0 ,0 ,0 .0 . 0 .0 , 0 7 18,0 41189, 3 .0 .0 ,0 .0 .0 .0 .0 ,0 8 18,0 43736. 4 .0 .0 .0 .0 .0 .0 .0 , 0 9 9,0 23316. 4 .0 .0 .0 .0 .0 . 0 , 0 10 36,0 102744. 1 .0 .0 .0 .0 .0 .0 , 0 11 6,0 18335. 9 .0 .0 .0 .0 .0 .0 .0 , 0 12 30,0 93288. 5 .0 .0 .0 .0 . 0 .0 .0 , 0 13 39,0 110699. 8 .0 .0 .0 .0 .0 , 0 ,0 . 0 ,0 .0 .0 14 6,0 14847. 4 .0 .0 .0 .0 .0 , 0 ,0 . 0 ,0 .0 .0 15 21.0 43893. 8 .0 .0 .0 .0 .0 ,0 . 0 ,0 .0 .0 16 12.0 19740. 4 .0 .0 .0 .0 .0 . 0 . 0 ,0 .0 .0 17 15.0 22791 9 .0 .0 .0 .0 . 0 , 0 ) O O O C 18 30.0 34617 3 .0 .0 .0 .0 .0 .0 ) O O O C 19 23.2 16458 3 .0 .0 .0 .0 .0 .0 ) O O O C 20 1.8 669 3 .0 .0 .0 .0 .0 .0 ) O O O C 21 1.1 57 3 .0 .0 .0 .0 .0 .0 . u 21 Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 589.13 220.00 2 591.89 217.30 3 596.34 215.02 4 645.00 229.08 5 681.00 238.10 6 732.00 247.32 7 . 807.00 265.96 8 888.63 289.20 9 891.53 293.27 10 892.43 296.82 *** 1.991 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 585.33 220.00 2 588.69 217.59 3 592.24 214.06 4 645.00 229.22 5 681.00 238.68 6 732.00 247.84 7 807.00 265.92 8 899.53 292.73 9 902.03 297.06 H:\12215-00\stedwin\12215cq5.OUT Page 4 10 904.75 299.83 *** 1.991 *** Failure Surface Specified By 10 ( Point X-Surf Y-Surf No. (ft) (ft) 1 586.42 220.00 2 589.44 217.20 3 593.11 213.80 4 645.00 229.14 5 681.00 238.81 6 732.00 247.21 7 807.00 265.81 8 893.84 290.77 9 897.28 294.39 10 898.82 298.38 *** 1.996 *** Failure Surface Specified By 11 Point X-Surf Y-Surf No. (ft) (ft) 1 583.50 220,00 2 584.81 219.00 3 589.09 216,42 4 593.62 214,30 5 645.00 229.62 6 681.00 238,24 7 732.00 247.89 8 807.00 265.56 9 903.72 294.20 10 906.25 298.51 11 906.33 300.21 *** 1.998 *** Failure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 582.97 220.00 2 583.41 219.71 3 588.38 219.19 4 593.16 217.71 5 597.36 215.01 6 645.00 229.04 7 681.00 238.95 8 732.00 247.69 9 807.00 265.47 10 908.40 295.06 11 911.67 298.85 12 913.16 301.88 *** 2.001 kkk Failure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 582.86 220.00 2 583.02 219.84 3 588.00 219.41 4 592.65 217.56 5 596.95 215.02 6 645.00 229.25 7 681.00 238.01 8 732.00 247.34 9 807.00 265.47 10 900.49 292.52 11 904.03 296.06 12 906.74 300.26 13 906.77 300.32 *** 2,002 *** Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf H:\12215-00\stedwin\12215cq5.OUT Page 5 No. (ft) (ft) 1 581.02 220.00 2 584.02 217.96 3 588.27 215.32 4 593.14 214.18 5 645.00 229.82 6 681.00 238.43 7 732.00 247.04 8 807.00 265.74 9 905.58 294.24 10 908.10 298.55 11 910.30 301.18 *** 2.006 * * * ilure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 583.78 220.00 2 585.17 218.93 3 589.60 216.61 4 594.03 214.30 5 645.00 229.41 6 681.00 238.18 7 732.00 247.24 8 807.00 265.56 9 866.63 281.75 10 870.16 285.29 11 873.54 288.98 12 877.05 292.54 13 877.71 294.27 *** 2.007 *** iilure Surface Specified By 11 Point X-Surf Y-Surf No. (ft) (ft) 1 591.33 220.22 2 593.83 219.34 3 598.60 217.84 4 603.52 216.95 5 645.00 229.82 6 681.00 238.07 7 732.00 247.90 8 807.00 265.53 9 892.06 290.27 10 894.47 294.65 11 897.24 297.99 *** 2.013 kkk I I I I i i I f I If (0 i. I S3 a s = 1 o o I I I 51 .S ^ o o o o o OL P^ to l|,^PU,pg -e 5 Sco T- CO < oooo _ „ _U5 00U> 2 =g 3 CO eo CO CM co^ TH^lE-OOOO ||o^o.«o^ 5 <" •82 go ,_^ujminin<g<g<g<gr;-wa>pc}>o>po>o>o>a>p «8 JQ o •D * o)-*^— O o o o CO o o IO I < o 3 cn I H:\12215-00\stedwin\12215cq6.OUT Page 3 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 271.95 142.67 2 275.92 141.52 3 280.69 140.00 4 284.80 137.16 5 306.00 139.70 6 382.96 152.72 7 453.67 171.38 8 519.00 190.56 9 555.00 202.51 10 635.72 226.76 11 682.45 239.09 12 807.00 265.64 13 898,46 292,25 14 901.99 295.79 15 905,42 299,43 16 905,73 300.07 *** 1.941 *** Individual data on the 35 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lb?) (lbs) d^s)^ (lbs) 1 4.0 560.6 .0 2 3.9 1677.5 .0 3 .8 511.8 .0 4 4.1 3661.9 .0 5 .2 227.6 .0 6 21.0 27409.0 .0 7 30.0 51169.5 .0 8 39.0 87392.1 .0 9 8.0 20897.5 .0 10 37.0 99342.5 .0 11 33.7 89511.8 .0 12 26.3 67337.5 .0 13 39.0 97554.6 .0 14 21.0 51980.5 .0 15 15.0 33844.0 ,0 16 6,0 12120.1 .0 17 30.0 41933.8 .0 18 18.0 22441.1 .0 19 26.7 50755.0 .0 20 .3 598.5 .0 21 27.0 61118.2 .0 22 19.5 47960.0 .0 23 7.5 19669.3 .0 24 36.0 98853.4 .0 25 36.0 104814.6 .0 26 39.0 107479.4 .0 27 6.0 14750.0 .0 28 21.0 43897.0 .0 29 12.0 19884.3 .0 30 15.0 23117.1 .0 31 30.0 35752.3 .0 32 13.5 10698.2 .0 33 3.5 2076.2 .0 34 3.4 843.0 ,0 35 .3 11.0 .0 Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 H:\12215-00\stedwin\12215cq6.OUT Page 4 No. (ft) (ft) 1 272.62 142.84 2 274.58 142.21 3 278.28 138.85 4 283.10 137.50 5 306.00 139.99 6 377.99 152.51 7 455.27 172.31 8 519.00 190.39 9 555.00 202.90 10 641.25 228.01 11 682.80 239.21 12 807.00 265.81 13 881.19 285.97 14 883.15 290.57 15 886.50 294.28 16 887.86 295.70 *** 1,948 *** ilure Surface Specified By 16 Point X-Surf Y-Surf No. (ft) (ft) 1 273,62 143.10 2 276,61 140.82 3 281,61 140.59 4 285,15 137.07 5 306.00 139.48 6 352.90 146.65 7 468.93 176.09 8 519.00 190.57 9 555.00 202.42 10 633.53 226.18 11 681.86 238.45 12 807.00 265.77 13 889.50 289.29 14 891.71 293.77 15 895.23 297.33 16 895.25 297.51 *** 1.950 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 279.12 144.50 2 280.51 143.31 3 284.05 139.77 4 288.38 137.27 5 306.00 139.64 6 366.23 149.53 7 466.12 175.15 8 519.00 190.43 9 555.00 202.37 10 641.47 228.40 11 690.40 240.37 12 807.00 265.05 13 893.87 290.00 14 897.38 293.56 15 900.89 297.12 16 903.16 299.44 *** 1.951 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 274.73 143.38 2 275.82 142.30 3 279.36 138.77 4 284.08 137.12 5 306.00 139.32 H:\12215-00\stedwin\12215cq6.OUT Page 5 6 346.89 146.25 7 456.18 172.11 8 519.00 190.59 9 555.00 202.96 10 641.46 228.32 11 684.31 239.36 12 807.00 265.93 13 875.66 284.16 14 879.10 287.80 15 880.66 292.55 16 882.24 294.72 * * * 1.951 * * * ilure Surface Speci fied By 17 Point X-Surf Y-Surf No. (ft) (ft) 1 271.47 142.55 2 271.70 142.51 3 276.67 141.95 4 281.17 139.76 5 285.96 138.34 6 290.89 137.52 7 306.00 139.35 8 360.56 148.47 9 440.81 168.56 10 519.00 190.31 11 555.00 202.68 12 620.70 222.71 13 683.57 238.90 14 807.00 265.77 15 904.02 294.28 16 906.08 298.84 17 907.80 300.57 *** 1.955 Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 278.27 144.28 2 280.67 142.08 3 284.74 139.18 4 289.54 137.77 5 306.bo 139.43 6 370.54 150.20 7 457.67 173.19 8 519.00 190.14 9 555.00 202.97 10 624.04 223.39 11 683.33 239.38 12 807.00 265.08 13 877.79 285.05 14 881.23 288.67 15 882.33 293.55 16 883.25 294.83 *** 1.955 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 280.68 144.90 2 281.66 143.98 3 285.19 140.45 4 289.49 137,88 5 306.00 139.21 6 345.80 145.76 7 463.78 174.73 8 519.00 190.29 9 555,00 202,04 10 629,47 225.03 H:\12215-00\stedwin\12215cq6.OUT Page 6 11 685.96 239.43 12 807.00 265.26 13 894.88 291.09 14 897.54 295.33 15 900.50 298.79 * * * 1.957 * * * ilure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 278.84 144.43 2 281.72 141.69 3 286.63 140.72 4 290.93 138.18 5 306.00 139.77 6 379.12 152.30 7 467.73 176.15 8 519.00 190.19 9 555.00 202.88 10 616.63 221.49 11 681,59 238.86 12 807.00 265.14 13 891,20 289.25 14 891,90 294.20 15 892,71 296.89 *** 1.961 *** ailure Surface Specified By 15 Point X-Surf Y-Surf No. (ft) (ft) 1 276.37 143.80 2 280,29 142.69 3 284.83 140.59 4 288.37 137.05 5 306.00 139.83 6 360.05 148.92 7 457.15 173.29 8 519.00 190.47 9 555.00 202.64 10 642.83 228.81 11 691.06 2'40.38 12 807.00 265.60 13 898.14 292.01 14 901.09 296.04 15 903.58 299.54 *** 1.967 *** I < CD %— 3 H:\12215-00\stedwin\12215cb2.OUT Page 1 ** PCSTABLBM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 5/22/03 Time of Run: 9:49AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215cb2. Output Filename: H:12215cb2.OUT Unit: ENGLISH Plotted Output Filename: H:12215cb2.PLT PROBLEM DESCRIPTION 12215-00 - - Kelly Core - - ion C-C - - QIs - - BPS BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. Sect 28 Top Boundaries 76 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil T No. (ft) (ft) (ft) (ft) Below 1 .00 120,00 120,00 120,00 1 2 120.00 120.00 132,00 133,00 3 3 132.00 133.00 234,00 133.00 3 4 234.00 133.00 285.00 146.00 3 5 285.00 146.00 336.00 160.00 4 6 336.00 160.00 375.00 172.00 4 7 375.00 172.00 420.00 184.00 4 8 420.00 184.00 480.00 199.00 4 9 480.00 199.00 540.00 217.00 4 10 540.00 217.00 561.00 220.00 4 11 561.00 220.00 591.00 220.00 4 12 591.00 220.00 609.00 232.00 4 13 609.00 232.00 636.00 244.00 4 14 636.00 244.00 663.00 253.00 4 15 663.00 253.00 690.00 262.00 4 16 690.00 262.00 726.00 271.00 4 17 726.00 271.00 762.00 280.00 4 18 762.00 280.00 801.00 284.50 4 19 801.00 284.50 828.00 286.00 4 20 828.00 286.00 840.00 287.50 4 21 840.00 287.50 855.00 292.00 4 22 855.00 292.00 885.00 295.00 4 23 885.00 295.00 930.00 306.00 4 24 930.00 306.00 963.00 316.00 1 25 963.00 316.00 990.00 322.00 1 26 990.00 322.00 1065.00 322.00 1 27 1065.00 322.00 1083.00 325.00 1 28 1083.00 325.00 1100.00 325.00 1 29 120.00 120.00 180.00 110.00 1 30 180.00 110.00 207.00 115.00 1 31 207.00 115.00 225.00 121.00 1 32 225.00 121.00 258.00 124.00 1 33 258.00 124.00 264.00 126.00 1 34 264.00 126.00 276.00 136.00 1 35 276.00 136.00 285.00 146.00 3 36 276.00 136.00 306.00 139.00 1 37 306.00 139.00 315.00 140.00 1 38 315.00 140.00 320.00 141.00 5 39 320.00 141.00 345.00 145.00 1 40 345.00 145.00 390.00 154.00 1 41 390.00 154.00 435.00 166.00 1 42 435.00 166.00 477.00 178.00 1 43 477.00 178.00 519.00 190.00 1 H:\12215-00\stedwin\12215cb2.OUT Page 2 44 519.00 190.00 555.00 202.00 1 45 555.00 202.00 594.00 214.00 1 46 594.00 214.00 645.00 229.00 1 47 645.00 229.00 681.00 238.00 1 48 681.00 238.00 732.00 247.00 1 49 732.00 247.00 807.00 265.00 1 50 807.00 265.00 864.00 280.00 1 51 864.00 280.00 909.00 295.00 1 52 909.00 295.00 930.00 306.00 1 53 360.00 115.00 417.00 130.00 2 54 417.00 130.00 480.00 145.00 2 55 480.00 145.00 558.00 163.00 2 56 558.00 163.00 654.00 181.00 2 57 654.00 181.00 726.00 196.00 2 58 726.00 196.00 828.00 220.00 2 59 828.00 220.00 903.00 238.00 2 60 903.00 238.00 978.00 247.00 2 61 978.00 247.00 1047,00 262.00 2 62 366.00 110.00 417.00 124.00 1 63 417,00 124.00 480,00 142.00 1 64 480,00 142,00 558,00 160.00 1 65 558,00 160,00 654,00 178.00 1 66 654,00 178,00 726,00 190.00 1 67 726,00 190.00 828.00 214.00 1 68 828.00 214,00 903,00 232.00 1 69 903,00 232,00 978,00 244.00 1 70 978.00 244.00 1047,00 259.00 1 71 320.00 141,00 360,00 115.00 5 72 360.00 115,00 366,00 110.00 5 73 366.00 110,00 399.00 88.00 5 74 315.00 140,00 355.00 114.00 1 75 355.00 114.00 361.00 109.00 1 76 361.00 109.00 394.00 87.00 1 ISOTROPIC SOIL PARAMETERS 5 Type(s) Soil Total No. 1 2 3 4 5 (pcf) 135.0 130 130 125 130 Saturated Cohesion Friction Pore Pressure Piez. Unit Wt. Intercept Angle Pressure Constant Surface (pcf) (psf) (deg) Param. (psf) No. 135.0 500.0 38.0 .00 .0 1 130.0 50.0 16.5 .00 .0 1 130.0 200.0 33.0 .00 .0 1 125.0 250.0 25.0 .00 .0 1 130.0 100.0 15,0 .00 .0 1 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED Unit Weight of Water = 62.40 Piezometric Surface No. 1 Specified by 11 Coordinate Points Point X-Water Y-Water No. (ft) (ft) 1 249.00 79.00 2 330.00 106.00 3 417.00 130.00 4 480.00 145.00 5 558.00 163.00 6 654.00 181.00 7 726.00 196.00 8 828.00 220.00 9 903.00 238.00 10 978.00 247.00 11 1047.00 262.00 Janbus Empirical Coef is being used for the case of c & phi both > A Critical Failure Surface Searching Method, Using A Random Technicjue For Generating Sliding Block Surfaces, Has Been Specified. 400 Trial Surfaces Have Been Generated. 9 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of H:\12215-00\stedwin\12215cb2.OUT Page 3 Sliding Block Is 15.0 Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) 1 355.00 110.00 366.00 113.00 6.00 2 417.00 127.00 417.00 127.00 6.00 3 480.00 143.50 480.00 143.50 3.00 4 558.00 161.50 558.00 161.50 3.00 5 654.00 179.50 654.00 179.50 3.00 6 726.00 193.00 726.00 193.00 6.00 7 828.00 217.00 828.00 217.00 6.00 8 903.00 235.00 903.00 235.00 6.00 9 978.00 245.50 1047.00 260.50 3.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 302,33 150.76 2 310,44 142,78 3 323,54 135,48 4 337,33 129,56 5 347.94 118.97 6 361.63 112.82 7 417.00 125.94 8 480.00 142.11 9 558.00 161.20 10 654.00 180.28 11 726.00 191.27 12 828.00 217.58 13 903.00 235.05 14 983.74 246.12 15 991.52 258.94 16 998.69 272.12 17 1008.73 283.26 18 1014.79 296.99 19 1018.94 311.40 20 1025.27 322.00 *** 1.582 *** Individual data on the Water Water Force Force 58 slices Tie Tie Earthcjuake Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 8.1 5169.2 .0 .0 .0 .0 .0 .0 .0 2 4.9 7451.0 .0 .0 .0 .0 .0 .0 .0 3 4.7 9542.6 .0 .0 .0 .0 .0 .0 .0 4 3.5 8803.5 .0 .0 .0 .0 .0 .0 .0 5 12.5 40787.5 .0 .0 .0 .0 .0 .0 .0 6 1.3 5214.1 .0 .0 .0 .0 .0 .0 .0 7 7.7 35767.3 .0 .0 .0 .0 .0 .0 .0 8 2.9 16433.2 .0 .0 .0 .0 .0 .0 .0 9 11.1 70793.7 .0 .0 .0 .0 .0 .0 .0 10 1.0 6969.7 .0 23.6 .0 .0 .0 .0 .0 11 .7 4633.8 .0 41.2 .0 .0 .0 .0 .0 12 1.0 7012.6 .0 99.7 .0 .0 .0 .0 .0 13 .8 5520.0 .0 90.5 .0 .0 .0 .0 ,0 14 12.6 91821.5 .0 1697.5 .0 .0 .0 .0 .0 15 15.0 110409.1 .0 2519.4 .0 .0 .0 .0 .0 16 27.0 200809.3 .0 5903.0 .0 .0 .0 .0 .0 17 3.0 22475.8 .0 758.5 .0 .0 .0 .0 .0 18 15.0 112342.4 .0 3635.9 ,0 .0 .0 .0 .0 19 42.0 313965.8 .0 8789.6 .0 .0 .0 .0 ,0 20 3.0 22398.1 .0 549.4 .0 .0 .0 .0 .0 21 39.0 296733.2 .0 6397.5 .0 .0 .0 .0 .0 H:\12215-00\stedwin\12215cb2.OUT Page 4 22 21.0 164534.7 .0 2891.4 .0 .0 .0 .0 .0 23 15.0 117436.0 .0 1828.1 .0 .0 .0 .0 .0 24 3.0 23167.8 .0 341.9 .0 .0 .0 .0 .0 25 3.0 23087.3 .0 334.4 .0 .0 .0 .0 .0 26 30.0 219944.3 .0 2994.5 .0 .0 .0 .0 .0 27 3.0 21196.2 .0 264.5 .0 .0 .0 .0 .0 28 15.0 114016.1 .0 1227.5 .0 .0 .0 .0 .0 29 27.0 228838.2 .0 1809.6 .0 .0 .0 .0 .0 30 9.0 80855.3 .0 489.0 .0 .0 .0 .0 .0 31 9.0 82281.6 .0 431. 9 .0 .0 .0 .0 .0 32 9.0 83928.9 .0 538.1 .0 .0 .0 .0 .0 33 18.0 173516.3 .0 1913.2 .0 .0 .0 .0 .0 34 9.0 89557.7 .0 1375.1 .0 .0 .0 .0 .0 35 36.0 369746.9 .0 8290.4 .0 .0 .0 .0 .0 36 6.0 62904.6 .0 1754.9 .0 .0 .0 .0 .0 37 30.0 313897.1 .0 8008.7 .0 .0 .0 .0 .0 38 39.0 393852.1 .0 8502.8 .0 .0 .0 .0 .0 39 6.0 58044.2 .0 1116.6 .0 .0 .0 .0 .0 40 21.0 196016.5 .0 3506.1 ,0 ,0 .0 .0 .0 41 12.0 107891.2 .0 1844.1 ,0 ,0 -O ,0 .0 42 15.0 134647,1 .0 2394,3 .0 ,0 .0 ,0 ,0 43 9,0 80710.0 .0 1484,2 ,0 ,0 ,0 ,0 ,0 44 21,0 183328,1 .0 3601,9 ,0 ,0 .0 ,0 ,0 45 18.0 154571,1 .0 3242,0 ,0 ,0 .0 ,0 ,0 46 6,0 51932,0 .0 1088,9 ,0 ,0 .0 ,0 ,0 47 21,0 186565.1 .0 3507,3 ,0 .0 .0 ,0 ,0 48 33,0 311431.8 .0 4556.5 .0 • .0 .0 ,0 .0 49 15.0 148425.7 .0 1685.2 .0 .0 .0 .0 ,0 50 5.7 57480.1 .0 670.8 .0 .0 .0 .0 .0 51 1.5 14745.3 .0 186.2 .0 .0 .0 .0 .0 52 4.8 44426.0 .0 .0 .0 .0 .0 .0 .0 53 1.5 13222.0 .0 .0 .0 .0 .0 .0 .0 54 7.2 54645.1 .0 .0 .0 .0 .0 .0 .0 55 10.0 60064.5 .0 .0 .0 .0 .0 .0 .0 56 6.1 26058.5 .0 .0 .0 .0 .0 .0 .0 57 4.2 9986.7 .0 .0 .0 .0 .0 .0 .0 58 6.3 4531.4 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 301.19 150.44 2 314.60 146.37 3 325.44 136.00 4 338.66 128.91 5 350.24 119.37 6 362.16 110.27 7 417.00 126.50 8 480.00 143.92 9 558.00 160.71 10 654.00 178.89 11 726.00 193.99 12 828.00 219.61 13 903.00 234.72 14 1010.79 252.06 15 1021.31 262.76 16 1030.36 274.72 17 1040.38 285.88 18 1046.00 299.79 19 1054.59 312.08 20 1059.44 322.00 *** 1.611 *** Failure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 301.19 150.44 2 314.60 146.37 Coordinate Points H:\12215-00\stedwin\12215cb2.OUT Page 5 3 325.44 136.00 4 338.66 128.91 5 350.24 119.37 6 362.16 110.27 7 417.00 126.50 8 480.00 143.92 9 558.00 160.71 10 654.00 178.89 11 726.00 193.99 12 828.00 219.61 13 903.00 234.72 14 1010.79 252.06 15 1021.31 262.76 16 1030.36 274.72 17 1040.38 285.88 18 1046.00 299.79 19 1054.59 312.08 20 1059.44 322.00 *** 1.611 *** ilure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 300.32 150.21 2 313.20 142.78 3 327.03 136.96 4 338.15 126.89 5 349.95 117.64 6 364.56 114.22 7 417.00 125,63 8 480.00 143,46 9 558.00 160,79 10 654.00 178,57 11 726.00 193.68 12 828.00 217.76 13 903.00 232.44 14 987.01 247,60 15 996.72 259,03 16 1001.04 273.39 17 1004.45 288,00 18 1011.51 301,23 19 1018.63 314,44 20 1023.63 322.00 *** 1.611 *** Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 300.32 150.21 2 313.20 142.78 3 327.03 136.96 4 338.15 126.89 5 349.95 117,64 6 364.56 114.22 7 417.00 125.63 8 480.00 143.46 9 558.00 160.79 10 654,00 178,57 11 726,00 193,68 12 828,00 217,76 13 903.00 232.44 14 987.01 247,60 15 996,72 259,03 16 1001,04 273,39 17 1004,45 288.00 18 1011.51 301.23 19 1018,63 314,44 20 1023.63 322.00 H:\12215-00\stedwin\12215cb2.OUT Page 6 *** 1.611 *** ilure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 299.82 150.07 2 311.77 146.10 3 323.94 137.34 4 336.37 128.93 5 348.99 120.82 6 362.15 113.62 7 417.00 128.85 8 480.00 144.68 9 558.00 161.90 10 654.00 179.11 11 726.00 191.18 12 828.00 219.73 13 903.00 233.45 14 986.97 247.15 15 991,39 261.49 16 1001,80 272.28 17 1004.72 287.00 18 1015.23 297.70 19 1019.66 312.03 20 1021.76 322.00 *** 1.619 *** iilure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 305.35 151.59 2 309.25 147.70 3 320.10 137.34 4 333.72 131.06 5 344.40 120.53 6 357.62 113.44 7 417.00 127.87 8 480.00 143.51 9 558.00 161.50 10 654.00 179.05 11 726.00 193.16 12 828.00 215.47 13 903.00 234.85 14 979.07 247.04 15 989.52 257.80 16 999.30 269.18 17 1005.05 283.03 18 1008.73 297.57 19 1018.26 309.15 20 1023.96 322.00 *** 1.621 Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 305.35 151.59 2 309.25 147.70 3 320.10 137.34 4 333.72 131.06 5 344.40 120.53 6 357.62 113.44 7 417.00 127.87 8 480.00 143.51 9 558.00 161.50 10 654.00 179.05 11 726.00 193.16 12 828.00 215.47 13 903.00 234.85 14 979.07 247.04 H:\12215-00\stedwin\12215cb2.OUT Page 7 15 989.52 257.80 16 999.30 269.18 17 1005.05 283.03 18 1008.73 297.57 19 1018.26 309.15 20 1023.96 322.00 *** 1.621 *** ilure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 304.72 151.41 2 313.52 144.45 3 325.28 135.13 4 338.73 128.48 5 349.38 117.92 6 362.23 110.20 7 417.00 127.94 8 480.00 144.99 9 558.00 162.82 10 654.00 180.88 11 726.00 191.63 12 828.00 219.07 13 903.00 234.40 14 1014.48 253.14 15 1025.07 263.76 16 1035.56 274.49 17 1043.54 287.19 18 1044.78 302.14 19 1055.35 312.78 20 1059.19 322.00 *** 1.640 *** ailure Surface Specified By 20 Point X-Surf Y-Surf No. (ft) (ft) 1 304.72 151.41 2 313.52 144.45 3 325.28 135.13 4 338.73 128.48 5 349.38 117.92 6 362.23 110.20 7 417.00 127.94 8 480.00 144.99 9 558.00 162.82 10 654.00 180.88 11 726.00 191.63 12 828.00 219.07 13 903.00 234.40 14 1014.48 253.14 15 1025.07 263.76 16 1035.56 274.49 17 1043.54 287.19 18 1044.78 302.14 19 1055.35 312.78 20 1059.19 322.00 *** 1.640 * * * I I I I I li en D. Q. CO oi 0) a pi I 1 < I I I I I I I I I p 10 I I CO m m c p CL 0 o o Q UJ H CM ?J CM 5 g^Oooooo Q. P^ CO .|-g,-Sp«p gp tj c£ 00 CO CO 'c in £.§ScO-r-CO.§..- .2 8-_o Q o o o 51 S > c-,o oooo 3 •g 5.00 CO CO CM CO CO-* rjg—.ooooo •s 2l y "> o o Q ° S.CO CO CO Ol CO I ^ • T- T- ^ T- T- sl lllsl "touJ CO' ^cD<o<of^f^r^^^^^^^ '^cvicvievicMoicMcvioioicvi ZH: IB.n O -O <D CS.C •— o o in o o CO I H \12215-00\stedwin\12215q2u.OUt Page 2 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 444.00 480.00 480.00 525.00 564.00 594.00 636.00 684.00 726.00 780.00 822.00 861.00 900.00 924.00 267.00 273.00 294.00 441.00 528.00 597.00 720.00 900.00 990.00 303.00 441.00 528. 597. 720. 900. 990.00 222.00 267.00 .00 .00 .00 .00 273. 294. 303. 213. 264 270.00 291.00 300.00 .00 .00 .00 .00 .00 169.00 190.00 190.00 196.00 205.00 214.00 220.00 226.00 232.00 241 250. 262. 280. 295. 118, 115. 100.00 148.00 172.00 187.00 214 244. 259. 94.00 139.00 166.00 184.00 211.00 241.00 256.00 148.00 118.00 115.00 100.00 94.00 151.00 118.00 115.00 100.00 94.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 480.00 510.00 525.00 564.00 594.00 636.00 684.00 726.00 780.00 822.00 861.00 900.00 924.00 942.00 408.00 423.00 441.00 528.00 597.00 720.00 900.00 990.00 1107.00 441.00 528.00 597.00 720.00 900.00 990.00 1107.00 267.00 273.00 294.00 303.00 324.00 264.00 270.00 291.00 300.00 321.00 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil Soil Total Saturated No. 1 2 3 4 5 (pcf) (pcf) (psf) 135.0 135.0 500.0 130.0 130.0 50.0 130.0 130.0 200.0 125.0 125.0 .0 130.0 130.0 100.0 Cohesion Friction Intercept Angle (deg) 38.0 16.5 33.0 .0 15.0 190.00 214.00 196.00 205.00 214.00 220.00 226.00 232.00 241.00 250.00 262.00 280.00 295.00 310.00 168.00 169.00 148.00 172.00 187.00 214.00 244.00 259.00 283.00 139.00 166.00 184.00 211.00 241.00 256.00 280.00 118.00 115.00 100.00 94.00 82.00 118.00 115.00 100.00 94.00 82.00 1 4 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2 1 1 1 1 1 1 1 5 5 5 5 5 1 1 1 1 1 Pore Pressure Piez. Pressure Constant Surface Param. .00 .00 .00 .00 .00 (psf) .0 .0 .0 .0 .0 No. 0 0 0 0 0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic Number Of Direction Ranges Specified •= 2 Counterclockwise Cohesion Direction Limit Intercept (deg) (psf) .0 250,0 90.0 -0 Direction Range No. 1 2 Friction Angle (deg) 25.0 25.0 Janbus Empirical Coef is being used for the case of c & phi both A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 7 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of > 0 H:\12215-00\stedwin\12215q2u.OUT Page 3 Sliding Block Is Box No. 1 2 3 4 5 6 7 10.0 X-Left Y-Left X-Right Y-Right (ft) (ft) (ft) (ft) 636.00 220.50 726.00 232.50 780.00 241.50 780.01 241.50 822.00 250.50 822.01 250.50 861.00 262.50 861.01 262.50 900.00 280.50 900.01 280.50 924.00 295.50 924.01 295.50 942.00 310.00 942.00 310.00 Height (ft) .00 .00 .00 .00 .00 .00 .00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical *^*^Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf NO. (ft) (ft) 1 685.59 245.79 2 689,19 242.81 , 3 697.94 237,98 4 707.38 234,67 5 716,92 231,67 6 780.01 241.19 7 822.01 250.90 8 861.00 262.35 9 900.01 280.65 10 924.01 295.62 11 942.00 310.00 *** 2.163 *** Individual data on the Water Water Force Force 16 slices Slice Width Weight Top Bot No. (ft) (lbs) (lbs) (lbs) 1 3.6 859.0 ,0 .0 2 8.8 7953.2 .0 .0 3 9.4 15897.6 .0 .0 4 9.5 22495.3 .0 .0 5 12.1 33215.3 .0 .0 6 48.0 149316.7 .0 .0 7 3.0 10287.6 .0 .0 8 42,0 143292.4 .0 .0 9 9,0 30104.3 .0 .0 10 30.0 96773.5 .0 .0 11 18.0 52149.2 .0 .0 12 12.0 29840.4 .0 .0 13 9.0 20065.9 .0 .0 14 21.0 35828.5 .0 .0 15 3.0 3660.4 .0 .0 16 18.0 10386.4 .0 .0 Tie Force Norm Tie Force Tan (lbs) Earthcjuake Force Surcharge Hor (lbs) Ver (lbs) Load (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 680.41 244.57 2 687.61 239.27 3 695.92 233.70 4 705.27 230.17 5 780.00 241.74 6 822.01 250.03 7 861.01 262.92 8 900.00 280.24 9 924.01 295.59 10 942.00 310.00 *** 2.164 *** Failure Surface Specified By 12 Coordinate Points Point X-Surf Y-Surf H:\12215-00\stedwin\12215q2u.OUT Page 4 No. (ft) (ft) 1 663.98 242.25 2 666.23 240.87 3 675.50 237.12 4 684.60 232.99 5 694.26 230.38 6 704.22 229.50 7 780.01 241.87 8 822.01 250.07 9 861.00 262.11 10 900.01 280.84 11 924.01 295.85 12 942.00 310.00 * * * 2.165 * * * ilure Surface Specified By 10 Point X-Surf Y-Surf No. (ft) (ft) 1 675.71 243.71 2 680.79 239.05 3 689,83 234.77 4 698,07 229,11 5 780,00 241.12 6 822,01 250.27 7 861,01 262.40 8 900,01 280.33 9 924,00 295.66 10 942,00 310.00 *** 2.167 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 669.25 242.91 2 676.42 235.98 3 685.00 230.83 4 694.66 228.26 5 780.01 241.22 6 822.01 250.01 7 861.00 262.54 8 900.01 280.26 9 924.00 295.40 10 942.00 310.00 *** 2.168 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 671.04 243.13 2 675.50 238.69 3 683.40 232.57 4 692.27 227.93 5 780.01 241.33 6 822.00 250.47 7 861.00 262,95 8 900,00 280.62 9 924.01 295.06 10 942.00 310.00 *** 2.169 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 678.62 244.15 2 683.66 239.12 3 692.21 233.95 4 700,92 229,04 5 780,01 241,64 6 822,01 250,43 7 861,01 262,09 H:\12215-00\stedwin\12215q2u,OUT Page 5 8 900.01 280.71 9 924.01 295.14 10 942.00 310.00 *** 2.170 *** 'ailure Surface Specified By 11 ( Point X-Surf Y-Surf No. (ft) (ft) 1 674.74 243.59 2 679.31 242.34 3 686.47 235.36 4 696.40 234.15 5 705.54 230.09 6 780.01 241.95 7 822.00 250.53 8 861.01 262.12 9 900.01 280.10 10 924.01 295.53 11 942.00 310.00 *** 2.172 *** Failure Surface Specified By 11 Point X-Surf Y-Surf No. (ft) (ft) 1 670.28 243.04 2 671.93 242.25 3 681,00 238.05 4 688,26 231.17 5 697,98 228.80 6 780.01 241.38 7 822.01 250.78 8 861.00 262.33 9 900.01 280.38 10 924.00 295.02 11 942.00 310.00 *** 2.172 *** Failure Surface Specified By 11 Point X-Surf Y-Surf No. (ft) (ft) 1 661.85 241.98 2 664.88 238.97 3 674.23 235.42 4 683.90 232.91 5 692.53 227.85 6 780.00 241.54 7 822.01 250.96 8 861.00 262.15 9 900.00 280.47 10 924.01 296.00 11 942.00 310.00 *** 2.173 *** I I I I a. p^ CO g «-=: .2 SB-~O _ O O O Iiiiiiii S5_oooop P .-g S.CO CO CO Ol CO co-^ o o o p p " o CP ui ci coco CM CO COi^Z I g"- 103 := O (oggSSSSSSSS '^cococopicocococococo :tt: ca.n o-o V— ox:—— o o 1^ CO 0) 3 VL O O IO I H:\12215-00\stedwin\12215q21.OUT Page 3 Sliding Block Is 5.0 Height Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) 1 480.00 190.50 525.00 196.50 1.00 2 564.00 205.50 564.01 205.50 1.00 3 594.00 214.50 594.01 214.50 1.00 4 612.00 223.50 612.01 223.50 1.00 5 624.00 232.50 624.01 232.50 1.00 6 630.00 238.00 630.00 238.00 .00 Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method * * Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 482.75 211.03 2 483.07 210.77 3 488.05 210.32 4 493.05 210.19 5 498.05 210,15 6 502,91 208,98 7 507,42 206,82 8 511,78 204,38 9 515,43 200,97 10 519.94 198.81 11 524.48 196.71 12 564.00 205.33 13 594.01 214.38 14 612.00 223.02 15 624.00 232.09 16 630.00 238.00 *** 3.015 *** Individual data on the 20 slices Water Water Tie Tie Earthcjuake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 .3 6.8 .0 .0 .0 .0 .0 .0 .0 2 5.0 668.1 .0 .0 .0 .0 .0 .0 .0 3 5.0 1492.4 .0 .0 .0 .0 .0 .0 .0 4 5.0 2155.9 .0 .0 .0 .0 .0 .0 .0 5 .0 24.1 .0 .0 .0 .0 .0 .0 .0 6 4.9 2800.9 .0 .0 .0 .0 .0 .0 .0 7 .5 342.5 .0 .0 .0 .0 .0 .0 .0 8 4.0 3180.2 .0 .0 .0 .0 .0 .0 .0 9 2.6 2562.2 .0 .0 .0 .0 .0 .0 .0 10 1.8 2082.4 .0 .0 .0 .0 .0 .0 .0 11 3.6 5577.1 .0 .0 .0 .0 .0 .0 .0 12 4.5 9042.4 .0 .0 .0 .0 .0 .0 .0 13 4.5 10942.0 .0 .0 .0 .0 .0 .0 .0 14 15 16 17 18 19 20 21.5 57172.1 .0 .0 .0 .0 .0 .0 .0 18.0 48525.5 .0 .0 .0 .0 .0 .0 .0 24.0 61432.0 .0 .0 .0 .0 .0 .0 .0 6.0 14231.1 .0 .0 .0 .0 .0 .0 .0 18.0 34744.6 .0 .0 .0 .0 .0 .0 .0 12.0 13101.4 .0 .0 .0 .0 .0 .0 .0 6.0 1894.8 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 12 Coordinate Points Point X-Surf Y-Surf NO. (ft) (ft) 1 499.19 214.00 2 501.91 211.37 3 506.44 209,26 4 510.19 205.95 5 513.73 202.42 H:\12215-00\stedwin\12215q21.OUT Page 4 6 517.43 199.05 7 521.46 196.10 8 564.01 205.26 9 594.00 214.20 10 612.01 223.13 11 624.01 232.51 12 630.00 238.00 * * * 3.027 * * * "ailure Surface Specified By 13 C Point X-Surf Y-Surf No. (ft) (ft) 1 497.68 213.94 2 499.25 213.68 3 502.88 210.24 4 506.43 206.72 5 510.18 203.41 6 514.85 201.64 7 518.40 198.12 8 523.13 196.49 9 564.01 205.35 10 594,01 214.09 11 612,00 223,69 12 624,00 232,62 13 630,00 238.00 *** 3,030 *** Failure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 496,59 213.73 2 499,78 211.88 3 504.05 209.27 4 507.80 205.96 5 511.34 202.43 6 514.87 198.90 7 518.95 196.01 8 564.00 205.12 9 594.01 214.87 10 612.01 223.29 11 624.00 232.35 12 630.00 238.00 *** 3.031 *** Failure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 494.90 213.40 2 499.42 212.00 3 503.16 208.68 4 506.71 205.16 5 510.83 202.32 6 514.82 199.31 7 518.68 196.13 8 564.00 205.75 9 594.00 214.77 10 612.01 223.12 11 624.01 232.66 12 630.00 238.00 *** 3.038 *** Failure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 495.77 213.57 2 498.31 212.54 3 502.32 209.55 4 506.76 207.25 5 510.78 204.28 6 514.78 201,27 H:\12215-00\stedwin\12215q21.OUT Page 5 7 519.49 199.60 8 523.07 196.11 9 564.00 205.67 10 594.00 214.47 11 612.00 223.86 12 624.00 232.68 13 630.00 238.00 *** 3.040 *** ilure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 4 97.62 213.93 2 500.51 211.78 3 504.58 208.86 4 508.26 205.48 5 511.82 201.96 6 515.39 198.47 7 519.67 195.88 8 564.00 205.88 9 594.01 214.95 10 612,01 223,14 11 624,01 232,54 12 630,00 238.00 *** 3,041 *** iilure Surface Specified By 12 Point X-Surf Y-Surf No. (ft) (ft) 1 498.09 214.00 2 501.21 211.26 3 505.94 209.64 4 509.77 206.43 5 513.30 202,89 6 516.88 199.40 7 520.75 196.23 8 564.01 205.49 9 594.01 214.13 10 612.01 223.29 11 624.00 232.32 12 630.00 238.00 3.041 *** Failure Surface Specified By 14 Coordinate Points Point No. 1 2 3 4 5 6 7 9 10 11 12 13 14 *** Failure Point No. 1 2 3 4 5 X-Surf (ft) 490.60 492.81 497.81 502.48 506.45 510.06 514.77 518.32 523.10 564, .00 Y-Surf (ft) 212.56 211.35 211.23 209.46 206.41 202.96 201.26 197.74 196.26 205.54 214.72 223.39 232.66 238.00 594.01 612.00 624.01 630.00 3.042 *** Surface Specified By 12 Coordinate Points X-Surf (ft) 494.99 497.74 501.57 505.72 509.89 Y-Surf (ft) 213.41 210.83 207.62 204.83 202.07 6 513.77 198.92 7 517.77 195.91 8 564.00 205.16 9 594.01 214.45 10 612.01 223.47 11 624.01 232.70 12 630.00 238.00 *** 3.043 *** H:\12215-00\stedwin\12215q21.OUT Page 6 I I I I I OL I « I i s m I I J oi .2>S5ooooo CL P^ CO •l-a'gP'^P « < SCO -r- CO < ^ — Or^O oo Vo S c> sa c> £ ffi ao g o s o ^ ^ oooo EiguicpouicD 3 ~ O-CO CO CO Ol CO •g C ^ •<- ^ CO^ ooooo uiddirid CO CO CO CM CO J;^<M CO •* u> =5g Sg"-«? o o CM I < 3 cn o o o "-cvloicMoicvioioicvioioi :tt: M .O U T] 0) «- C3).c . X o A O J3 !E a. eS u <i-o o (0 CO -o o J= *' &- fi sl ll u- n ._ ~i ^ TJ -J TJ CD O < S a ax TS O jS o re "* 3 o CO o £ < £ o ts re u. o o CO o o fi re CO o I- o o IO o CO o o H:\12215-00\stedwin\12215q2t.OUT Page 4 Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 497.46 213.90 2 498.35 213.27 3 506.23 207.11 4 513.34 200.08 5 522.70 196.57 6 564.00 205.89 7 594.00 214.25 8 664.79 224.39 9 742.12 234.79 10 822.01 250.54 11 861.00 262.20 12 900.01 280.91 13 924.00 295.28 14 942.00 310.00 ,*** 2.336 iilure Surface Specified By 14 Point X-Surf Y-Surf No. (ft) (ft) 1 493.62 213.15 2 494.89 212.64 3 503.16 207.02 4 510.95 200.75 5 519.87 196.23 6 564.00 205.71 7 594.00 214.19 8 646.95 222.31 9 758.13 237.67 10 822.01 250.41 11 861.00 262.06 12 900.00 280.86 13 924.00 295.16 14 942.00 310.00 *** 2.336 *** Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 494.73 213.36 2 500.05 212.92 3 509.27 209.06 4 516.91 202.60 5 524.72 196.36 6 564.01 205.90 7 594.01 214.11 8 637.70 221.10 9 741.17 235.34 10 822.00 250.24 11 861.01 262.25 12 900.01 280.70 13 924.00 295.17 14 942.00 310.00 *** 2.337 *** Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 492.73 212.98 2 497.48 208.54 3 507.12 205.87 4 516.05 201.37 5 524.54 196.08 6 564.01 205.00 7 594.00 215.00 8 643.59 221.80 9 743.90 235.01 H:\12215-00\stedwin\12215q2t.OUT Page 5 10 822.00 250.74 11 861.00 262.97 12 900.01 280.43 13 924.00 295.59 14 942.00 310.00 *** 2.340 *** Failure Surface Specified By 14 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 X-Surf (ft) 491.80 496.24 505.61 512.91 521.17 564.00 594.00 653.69 739.02 822.01 861.00 900.01 924.01 942.00 2.341 Y-Surf (ft) 212.79 212.10 208.62 201.78 196.15 205.95 214.97 222.41 235.01 250.86 263.00 280.70 295.20 310.00 Failure Surface Specified By 13 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 ki Failure Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 * • Failure Point No. 1 2 3 4 X-Surf (ft) 501.39 507.07 514.95 522.05 564.01 594.01 671.13 773.83 822.00 861.01 900.01 924.01 942.00 2.342 Y-Surf (ft) 214.00 209.34 203.19 196.14 205.74 214.92 224.93 240.81 250.77 262.06 280.17 295.33 310.00 Surface Specified By 14 Coordinate Points X-Surf Y-Surf (ft) (ft) 496.72 213.75 498.29 212.80 507.80 209.71 515.78 203.69 522.85 196.62 564.01 205.98 594.00 214.99 648.64 222.10 768.46 240.01 822.01 250.30 861.01 262.48 900.00 280.07 924.01 295.40 942.00 310.00 ** 2.343 *** Surface Specified By 14 Coordinate Points X-Surf Y-Surf (ft) (ft) 491.02 212.64 497.45 210.36 507.44 209.87 515.07 203.41 H:\12215-00\stedwin\12215q2t.OUT Page 6 5 522.42 196.62 6 564.01 205.58 7 594.00 214.02 8 639.92 221.34 9 778.06 241.11 10 822.00 250.85 11 861.01 262.95 12 900.01 280.33 13 • 924.00 295.33 14 942.00 310.00 * * * 2.347 * * * ilure Surface Speci fied By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 498.70 214.00 2 506.74 209.69 3 513.99 202.80 4 521.29 195.97 5 564.01 205.23 6 594.01 214.34 7 675.29 225.54 8 740.43 235.10 9 822.01 250.89 10 861.01 262.29 11 900.00 280.75 12 924.00 295.87 13 942.00 310.00 *** 2.347 *** 0) b. Si = „ 21 c i s • 3 c o O c V B O w <D 5 CO m ' v^ • >< ' m 0) CM >t m ~ IO O ci CM z : i IU O CQ «?§ IO 1^ r: CM CM Ol CM ^. N8 . SHSOQOOOO CO •1 •Si'So "o o g o o od <d CO 'c >n •=.5SCO-C0.^ir- o 9-c-ii o o oo „OSO P o S o O- ffl tto En o <J « —in CM < •<- iil ooooo ladditid CO CO CO CM CO >o p p p p i UJ O O U) p 1.C0 CO CO Ol CO ig - <^ «'l- := U O (0 cog g «> = ^COUi ,«C»C»CDOIf*'*P5:S "Jr^h-OOOO-r-r-CMCMCM ^cioioicocococococdcd % o-a V- c3).c — •-. IO 3 H:\12215-00\stedwin\12215b2u.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 7/9/03 Time of Run: 3:01PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215b2u. Output Filename: H:12215b2u.OUT Unit: ENGLISH Plotted Output Filename: H:12215b2u.PLT PROBLEM DESCRIPTION 12215-00 - - Kelly Core - - Sect ion 1-1' BPS Upper BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. 30 Top Boundaries 83 Total Boundaries Boundary No. 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 36 37 38 39 40 41 42 43 X-Left (ft) .00 54.00 60.00 87.00 126.00 162.00 255.00 255.01 270.00 315.00 390.00 390.01 498.00 510.00 546.00 588.00 630.00 678.00 729.00 777.00 831.00 879.00 891.00 921.00 942.00 981.00 1011.00 1035.00 1080.00 1119.00 54.00 69.00 84.00 162.00 195.00 213.00 222.00 231.00 279.00 333.00 366.00 408.00 423.00 Y-Left X-Right Y-Right Soil Type (ft) (ft) (ft) Below Bnd 169.00 54.00 178.00 1 178.00 60.00 178.00 3 178.00 87.00 163.00 3 163.00 126.00 161.00 1 161.00 162.00 163.00 1 163,00 255.00 163.00 3 163.00 255.01 170.00 3 170.00 270.00 170.00 3 170.00 315.00 181.00 3 181.00 390.00 187.00 3 187.00 390.01 193.00 3 193.00 498.00 214.00 3 214.00 510.00 214.00 3 214.00 546.00 223.00 4 223.00 588.00 232.00 4 232.00 630.00 238.00 4 238.00 678.00 244.00 4 244.00 729.00 256.00 4 256.00 777.00 268.00 4 268.00 831.00 280.00 4 280.00 879.00 292.00 4 292.00 891.00 295.00 4 295.00 921.00 304.00 4 304.00 942.00 310.00 4 310.00 981.00 322.00 1 322.00 1011.00 328.00 1 328.00 1035.00 332.00 1 332.00 1080.00 332.00 1 332.00 1119.00 325.00 1 325.00 1146.00 316.00 1 178.00 69.00 160.00 1 160.00 84.00 160.00 1 160.00 87.00 163.00 1 163.00 195.00 157.00 1 157.00 213.00 151.00 1 151.00 222.00 148.00 5 148.00 231.00 145.00 1 145.00 279.00 145.00 1 145.00 333.00 160.00 1 160.00 366.00 168.00 1 168.00 408.00 168.00 1 168.00 423.00 169.00 2 169.00 444.00 169.00 1 H:\12215-00\stedwin\12215b2u.OUT Page 2 44 444.00 169.00 480.00 190.00 1 45 480.00 190.00 510.00 214.00 4 46 480.00 190.00 525.00 196.00 1 47 525.00 196.00 564.00 205.00 1 48 564.00 205.00 594.00 214.00 1 49 594.00 214.00 636.00 220.00 1 50 636.00 220.00 684.00 226.00 1 51 684.00 226.00 726.00 232.00 1 52 726.00 232.00 780.00 241.00 1 53 780.00 241.00 822.00 250.00 1 54 822.00 250.00 861.00 262.00 1 55 861.00 262.00 900.00 280.00 1 56 900.00 280.00 924.00 295.00 1 57 924.00 295.00 942.00 310.00 1 58 267.00 118.00 408.00 168.00 2 59 273.00 115.00 423.00 169.00 1 60 294.00 100.00 441.00 148.00 2 61 441.00 148.00 528.00 172.00 2 62 528.00 172,00 597.00 187.00 2 63 597.00 187.00 720.00 214.00 2 64 720.00 214,00 900.00 244.00 2 65 900.00 244.00 990.00 259,00 2 66 990.00 259,00 1107.00 283.00 2 67 303.00 94,00 441.00 139.00 1 68 441.00 139,00 528.00 166.00 1 69 528.00 166.00 597.00 184.00 1 70 597.00 184.00 720.00 211.00 1 71 720.00 211.00 900.00 241.00 1 72 900.00 241.00 990.00 256.00 1 73 990.00 256.00 1107.00 280.00 1 74 222.00 148.00 267.00 118.00 5 75 267.00 118.00 273.00 115.00 5 76 273.00 115.00 294.00 100.00 5 77 294.00 100.00 303.00 94.00 5 78 303.00 94.00 324.00 82.00 5 79 213.00 151.00 264.00 118.00 1 80 264.00 118.00 270.00 115.00 1 81 270.00 115.00 291.00 100.00 1 82 291.00 100.00 300.00 94.00 1 83 300.00 94.00 321.00 82.00 1 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil Soil Total Saturated Cohesion Friction Type Unit Wt. Unit Wt. Intercept . Angle (deg) 38.0 16.5 33.0 .0 15.0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic Number Of Direction Ranges Specified Pore Pressure Piez. Pressure Constant Surface No. (pcf) (pcf) (psf) 1 135.0 135.0 500.0 2 130.0 130.0 50.0 3 130.0 130.0 200.0 4 125.0 125.0 .0 5 130.0 130.0 100.0 Param. .00 .00 .00 .00 .00 (psf) .0 .0 .0 .0 .0 No. 0 0 0 0 0 Direction Range No. 1 2 Countercloclcwise Direction Limit (deg) .0 90.0 Cohesion Intercept (psf) 250.0 .0 Friction Angle (deg) 25.0 25.0 Janbus Empirical Coef is being used for the case of c & phi both A Critical Failure Surface Searching Method, Using A Random Technicjue For Generating Sliding Block Surfaces, Has Been Specified. 200 Trial Surfaces Have Been Generated. 2 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of > 0 H:\12215-00\stedwin\12215b2u.OUT Page 3 Sliding Block Is 6.0 „ • Box X-Left Y-Left X-Right Y-Right Height No (ft) (ft) (ft) (ft) (ft) 1 267.00 115.00 273.00 118.00 6.00 2 402.00 163.00 423.00 172.00 6.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical *^"safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 26 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 190.51 163.00 2 191.88 161.95 3 197.19 159.17 4 202.51 156.39 5 208.40 155.24 6 212.65 151.01 7 217.81 147.94 8 223.11 145.13 9 227.55 141.09 10 233.53 140.63 11 237.88 136.49 12 242.78 133.04 13 247.54 129.39 14 252.13 125.52 15 257.69 123.27 16 262.50 119.68 17 267.83 116.92 18 410.87 166.42 19 415.11 170.67 20 419.16 175.10 21 423.37 179.38 22 425.53 184.97 23 428.80 190.00 24 432.89 194.39 25 434.89 200.05 26 435.44 201.83 *** 2.793 Individual data on the 49 slices Water Water Tie Tie Earthcjuake Force Force Force Force Force Surcharge Slice Width Weight Top Bot Norm Tan Hor^ Ver^ Load^ No. (ft) (lbs) (lbs) 1 1.4 93.4 .0 2 5.3 1689.8 .0 3 5.3 3611.5 .0 4 5.9 5501.6 .0 5 4.1 5206.6 .0 6 .2 256.6 .0 7 .3 544.6 .0 8 3.7 6412.8 .0 9 1.1 2117.7 .0 10 4.2 8796.8 .0 11 1.1 2547.1 .0 12 2.5 6312.0 .0 13 1.9 5171.6 .0 14 .9 2515.5 .0 15 2.6 7427.8 .0 16 2.0 5807.1 .0 17 .5 1560.9 .0 18 1.1 3318.9 .0 19 3.2 10625.0 .0 20 4.9 18235.1 .0 21 4.8 19975.2 .0 22 3.8 17450.0 .0 (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 23 .8 4078.6 .0 .0 .0 .0 24 .7 3382.2 .0 .0 .0 .0 25 2.2 11095.6 .0 .0 .0 .0 26 .0 55.7 .0 .0 . 0 .0 27 2.7 16351.5 .0 .0 .0 .0 28 4.8 30894.9 .0 .0 .0 .0 29 4.5 30684 .4 .0 .0 .0 .0 30 .8 5796.3 .0 .0 .0 .0 31 .8 5508.3 .0 .0 .0 .0 32 1.4 9663.6 .0 .0 .0 . 0 33 9.0 61782.0 .0 .0 .0 .0 34 36.0 235893.7 .0 .0 .0 .0 35 18.0 107878.2 .0 .0 .0 .0 36 33.0 168253.7 .0 .0 .0 .0 37 24.0 97977.4 .0 .0 .0 .0 38 .0 40.4 .0 .0 .0 .0 39 18.0 76141.3 .0 .0 .0 .0 40 2.9 11525.3 .0 .0 .0 .0 41 1.9 7340.7 .0 .0 .0 .0 42 2.3 8588.1 .0 .0 .0 .0 43 4.0 13363.2 .0 .0 .0 .0 44 4.2 11948.6 .0 .0 .0 .0 45 2.2 4925.1 .0 .0 .0 .0 46 3.3 5422.4 .0 .0 .0 .0 47 4.1 4645.9 .0 .0 .0 .0 48 2.0 1123.4 .0 .0 .0 .0 49 .5 59.3 .0 .0 .0 .0 H:\12215-00\stedwin\12215b2u.OUT Page 4 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 • .0 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 26 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 190.51 163.00 2 191.88 161.95 3 197.19 159.17 4 202.51 156.39 5 208.40 155.24 6 212.65 151.01 7 217.81 147.94 8 223.11 145.13 9 227.55 141.09 10 233.53 140.63 11 237.88 136.49 12 242.78 133.04 13 247.54 129.39 14 252.13 125.52 15 257.69 123.27 16 262.50 119.68 17 267.83 116.92 18 410.87 166.42 19 415.11 170.67 20 419.16 175.10 21 423.37 179.38 22 425.53 184.97 23 428.80 190.00 24 432.89 194.39 25 434.89 200.05 26 435.44 201.83 *** 2.793 kkk ailure Surface Specified By 23 Point X-Surf Y-Surf No. (ft) (ft) 1 199.36 163.00 2 204.45 162.05 3 209.28 158.50 4 214.23 155.10 5 219.20 151.75 6 223.81 147.90 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 H:\12215-00\stedwin\12215b2u.OUT Page 5 7 228.13 143.74 8 232.40 139.53 9 237.94 137.21 10 242.26 133.05 11 246.60 128.90 12 252.09 126.49 13 256.69 122.63 14 261.91 119.69 15 267.51 117.53 16 415.34 168.82 17 418.83 173.70 18 421.69 178.98 19 423.56 184.68 20 426.81 189.72 21 430.63 194.35 22 434.72 198.74 23 435.18 201.78 *** 2.858 *** ilure Surface Specified By 24 Point X-Surf Y-Surf No. (ft) (ft) 1 196.45 163.00 2 200.37 159.84 3 206.14 158.20 4 210.59 154.18 5 215.90 151.39 6 221.65 149.66 7 225.91 145.44 8 230.62 141.73 9 234.99 137,61 10 239.37 133.51 11 245.06 131.60 12 249.36 127.42 13 253.92 123.52 14 259.76 122.16 15 264.06 117.97 16 269.67 115.84 17 422.30 170.13 18 426.13 174.74 19 429.54 179.68 20 431.85 185.22 21 434.30 190.69 22 438.51 194.98 23 440.07 200.77 24 441.49 203.01 *** 3.015 *** Failure Surface Specified By 25 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 198.63 163.00 2 199.09 162.56 3 204.31 159.59 4 208.57 155.37 5 212.91 151.22 6 217.39 147.24 7 223.37 146.66 8 229.02 144.66 9 233.27 140.42 10 237.82 136.51 11 242.56 132.83 12 247.47 129.38 13 252.87 126.78 14 257.91 123.51 15 262.31 119.43 16 267.25 116.03 17 405.07 162.82 H:\12215-00\stedwin\12215b2u.OUT Page 7 24 436.55 202.05 *** 3.137 *** ilure Surface Specified By 26 Point X-Surf Y-Surf No. (ft) (ft) 1 193.52 163.00 2 196.52 160.06 3 201.23 156.34 4 206.99 154.65 5 211.24 150.41 6 217.18 149.60 7 221.61 145.56 8 226.90 142.73 9 232.59 140.81 10 238.37 139.20 11 242.68 135.03 12 247.01 130.87 13 252.43 128.30 14 256.69 124.07 15 261.31 120.24 16 266.81 117.85 17 272.80 117.65 18 403.93 166.44 19 407.98 170.87 20 411.43 175.78 21 415.31 180.36 22 419.43 184.72 23 423.63 189.00 24 427.38 193.69 25 428.96 199.47 26 429.19 200.62 *** 3.198 *** Failure Surface Specified By 25 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 191.77 163.00 2 191.88 162.89 3 196.59 159.17 4 200.98 155.08 5 205.81 151.53 6 211.45 149.47 7 217.41 148.79 8 223.21 147.26 9 227.46 143.02 10 231.85 138.94 11 237.04 135.93 12 241.96 132.49 13 246.49 128.56 14 252.37 127.37 15 257.59 124.40 16 262.38 120.79 17 267.59 117.82 18 406.23 167.40 19 410.02 172.05 20 413.69 176.80 21 416.00 182.34 22 419.91 186.90 23 423.18 191.92 24 427.36 196.23 25 429.63 200.71 *** 3.244 *** Failure Surface Specified By 25 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 191.77 163.00 2 191.88 162.89 H:\12215-00\stedwin\12215b2u.OUT Page 8 3 196.59 159.17 4 200.98 155.08 5 205.81 151.53 6 211.45 149.47 7 217.41 148.79 8 223.21 147.26 9 227.46 143.02 10 231.85 138.94 11 237.04 135.93 12 241.96 132.49 13 246.49 128.56 14 252.37 127.37 15 257.59 124.40 16 262.38 120.79 17 267.59 117.82 18 406.23 167.40 19 410.02 172.05 20 413.69 176.80 21 416.00 182.34 22 419.91 186.90 23 423.18 191.92 o o M CO UJ 3 •7* M ^ i > 1^ CO I m 1 o I I s ^ CO .2 S o >< "I : a _i o - — i • o CM O CM o := CM CM 8 CO •1 •S,'5<=>" o 8 P o c .ffi ed CD CO c "> jC ^ S<0 1- CO < f- V<PSC)--O .c ffi ttogoco ^ S _.o oooo E^V'ocPO'no ^ --g ttCO CO CO CM CO CO-' " ooooo ui c> CP uj p = wCO CO CO Ol CO ^ 1;^ <^ 111? := cj O "> -y^-t-CMCMCMi^-T-^^T-^ (0«-V^V^.r:cMOICMCMC0C0 '^cvJoicMoicMoicMoioicM :Jt«8.QOT3«)>»-CJl.c — —• o o S «o (O T— I < h-3 cn H:\12215-00\stedwin\12215b21.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 7/9/03 Time of Run: 2:56PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215b21. Output Filename: H:12215b21.OUT Unit: ENGLISH Plotted Output Filename: H:12215b21.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion 1-1' - - BPS (w/ Fault @ Toe) BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. 30 Top Boundaries 83 Total Boundaries Soil Ty Boundary X-Left Y-Left X-Right Y-Right Soil Ty No. (ft) (ft) (ft) (ft) Below B 1 .00 169.00 54.00 178.00 1 2 54.00 178.00 60.00 178.00 3 3 60.00 178.00 87.00 163.00 3 4 87.00 163.00 126.00 161.00 1 5 126.00 161.00 162.00 163.00 1 6 162.00 163.00 255.00 163.00 3 7 255.00 163.00 255.01 170.00 3 8 255.01 170.00 270.00 170.00 3 9 270.00 170.00 315.00 181.00 3 10 315.00 181.00 390.00 187.00 3 11 390.00 187.00 390.01 193.00 3 12 390.01 193.00 498.00 214.00 3 13 498.00 214.00 510.00 214.00 3 14 510.00 214.00 546.00 223.00 4 15 546.00 223.00 588.00 232.00 4 16 588.00 232.00 630.00 238.00 4 17 630.00 238.00 678.00 244.00 4 18 678.00 244.00 729.00 256.00 4 19 729.00 256.00 777.00 268.00 4 20 777.00 268.00 831.00 280.00 4 21 831.00 280.00 879.00 292.00 4-- 22 879.00 292.00 891.00 295.00 4 23 891.00 295.00 921.00 304.00 4 24 921.00 304.00 942.00 310.00 4 25 942.00 310.00 981.00 322.00 1 26 981.00 322.00 1011.00 328.00 1 27 1011.00 328.00 1035.00 332.00 1 28 1035.00 332.00 1080.00 332.00 1 29 1080.00 332.00 1119.00 325.00 1 30 1119.00 325.00 1146.00 316.00 1 31 54 .00 178.00 69.00 160.00 1 32 69.00 160.00 84.00 160.00 1 33 84.00 160.00 87.00 163.00 1 34 162.00 163.00 195.00 157,00 1 35 195.00 157.00 213.00 151,00 1 36 213.00 151.00 222.00 148,00 5 37 222.00 148.00 231.00 145.00 1 38 231.00 145.00 279.00 145.00 1 39 279.00 145.00 333.00 160.00 1 40 333.00 160.00 366.00 168.00 1 41 366.00 168.00 408.00 168.00 1 42 408.00 168.00 423.00 169.00 2 43 423.00 169.00 444.00 169.00 1 H:\12215-00\stedwin\12215b21.OUT Page 3 3 441.00 148.00 4 528.00 172.00 5 597.00 187.00 6 720.00 214.00 7 900.00 244.00 8 990.00 259.00 9 1107.00 283.00 Janbus Empirical Coef is being used for the case of c & phi both > 0 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. 4 00 Trial Surfaces Have Been Generated. 7 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 20.0 Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) 1 294.00 95.50 303.00 98.50 9.00 2 441.00 143.50 441.01 143.50 9.00 3 528.00 169.00 528.01 169.00 6,00 4 597,00 185.50 597.01 185.50 3,00 5 720,00 212.50 720.01 212.50 3.00 6 900.00 242.50 900.01 242.50 3.00 7 900.02 242.50 990.00 257.50 3.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. w . .1 * * * Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf No (ft) (ft) 1 196.15 163.00 2 197.25 162.48 3 211.67 148.63 4 228.91 138.48 5 248.40 134.02 6 262.95 120.29 7 279.39 108.90 8 295.48 97.02 9 441.00 143.15 10 528.00 170.36 11 597.00 185.14 12 720.00 211.41 13 900.00 242.40 14 986.22 257.15 15 995.08 275.08 16 1008.12 290.24 17 1021.46 305.14 18 1035.46 319.42 19 1040.11 332.00 *** 2.109 * * * Individual data on the Water Water Force Force Slice Width Weight Top Bot No. (ft) (lbs) (lbs) (lbs) 1 1.1 37.2 .0 .0 2 9.9 6832.7 .0 .0 3 4.5 7166.6 .0 .0 4 1.3 2567.5 .0 .0 5 9.0 20962.1 .0 .0 6 6.9 20315.4 .0 .0 7 2.1 6784.6 .0 .0 8 3.2 10742.8 .0 .0 9 5.9 20461.1 .0 .0 10 8.3 30561.7 .0 .0 74 slices Tie Tie Earthquake Force Force Force Surcharge Norm Tan Hor Ver Load (lbs) (lbs) (lbs) (lbs) (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 H:\12215-00\stedwin\12215b21.OUT Page 4 11 6.6 27983.9 .0 .0 .0 .0 .0 .0 .0 12 .0 51.2 .0 .0 .0 .0 .0 .0 .0 13 6.5 38649.4 .0 .0 .0 .0 .0 .0 .0 14 1.5 9603.3 .0 .0 .0 .0 .0 .0 .0 15 4.1 27451.9 .0 .0 .0 .0 .0 .0 .0 16 3.0 21283.4 . 0 .0 .0 .0 .0 .0 .0 17 3.0 22220.9 .0 .0 .0 .0 .0 .0 .0 18 6.0 47779.8 .0 .0 .0 .0 .0 .0 .0 19 .4 3243.8 . 0 .0 .0 .0 .0 .0 .0 20 12.8 117793.9 .0 .0 .0 .0 .0 .0 .0 21 1.9 18959.4 .0 131.2 .0 .0 .0 .0 .0 22 1.5 15383.9 . 0 291.4 .0 .0 .0 .0 .0 23 2.0 21299.5 .0 438.2 .0 .0 .0 .0 .0 24 17.5 182198.2 .0 3883.9 .0 .0 .0 .0 . 0 25 18.0 180891.1 .0 4185.2 .0 .0 .0 .0 .0 26 33.0 305427.9 .0 8172.2 .0 .0 .0 .0 .0 27 24.0 200436.5 .0 6349.4 .0 .0 .0 .0 .0 28 .0 83.6 .0 2.7 .0 .0 .0 .0 .0 29 18.0 154432.5 .0 4983.7 ,0 ,0 .0 .0 .0 30 15.0 124625.9 .0 4302.2 ,0 .0 .0 .0 -.0 31 18.0 144577.8 .0 5338.9 ,0 ,0 .0 .0 .0 32 .0 15.6 .0 .6 .0 .0 .0 .0 .0 33 3.0 23531.1 .0 905.8 ,0 .0 ,0 .0 .0 34 36.0 272690.7 .0 9245.9 .0 .0 ,0 ,0 .0 35 18.0 128717.0 .0 3493.4 ,0 .0 ,0 ,0 .0 36 12.0 80495.8 .0 1910.6 ,0 .0 .0 .0 .0 37 15.0 95533.9 .0 1917.7 .0 .0 ,0 .0 .0 38 3.0 18856.1 .0 320.8 .0 .0 .0 .0 .0 39 .0 12.3 .0 .2 .0 .0 .0 .0 .0 40 18.0 113645.3 .0 1873.9 .0 .0 .0 .0 .0 41 18.0 114435.2 .0 1939.8 .0 .0 .0 .0 .0 42 24.0 152864.4 .0 2688.5 .0 .0 .0 .0 .0 43 6.0 38132.8 .0 690.4 .0 .0 .0 .0 .0 44 3.0 18950.4 .0 347.9 .0 .0 .0 .0 .0 45 33.0 202762.0 .0 4036.2 .0 .0 .0 .0 .0 46 6.0 35704.9 .0 777.0 .0 .0 .0 .0 .0 47 42.0 237871.9 .0 5811.4 .0 .0 .0 .0 .0 48 6.0 32503.4 .0 883.4 .0 .0 .0 .0 .0 49 36.0 196495.6 .0 5579.4 .0 .0 .0 .0 .0 50 .0 11.1 .0 .3 .0 .0 .0 .0 .0 51 6.0 33088.3 .0 965.1 .0 .0 .0 .0 .0 52 3.0 16653.8 .0 478.1 .0 .0 .0 .0 .0 53 48.0 278199.8 .0 7226.4 .0 .0 .0 .0 .0 54 3.0 18113.8 .0 425.2 .0 .0 .0 .0 .0 55 42.0 259896.5 .0 5627.1 .0 .0 .0 .0 .0 56 9.0 57268.1 .0 1126.6 .0 .0 .0 .0 .0 57 30.0 196923.4 .0 3553.4 .0 .0 .0 .0 .0 58 18.0 123202.1 .0 1982.9 .0 .0 .0 .0 . 0 59 12.0 84411.2 .0 1259.8 .0 .0 .0 .0 .0 60 9.0 64756.7 .0 912.2 .0 .0 .0 .0 .0 61 .0 12.0 .0 .2 .0 .0 .0 .0 .0 62 21.0 157434.2 .0 2035.7 .0 .0 .0 .0 .0 63 3.0 23229.0 .0 281.1 .0 .0 .0 .0 . 0 64 18.0 143283.7 .0 1635.4 .0 .0 .0 .0 . 0 65 39.0 331863.6 .0 3242.5 .0 .0 .0 .0 .0 66 5.2 46317.9 .0 402.5 .0 .0 .0 .0 .0 67 .7 5808.7 .0 56.1 .0 .0 .0 .0 .0 68 8.2 63346.5 .0 .0 .0 .0 .0 .0 .0 69 13.0 76528.2 .0 .0 .0 .0 .0 .0 .0 70 2.9 13950.2 .0 .0 .0 .0 .0 .0 .0 71 10.5 41751.9 .0 .0 .0 .0 .0 .0 .0 72 13.5 34420.9 .0 .0 .0 .0 .0 .0 .0 73 .5 799.0 .0 .0 .0 .0 .0 .0 .0 74 4.6 3945.0 ,0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf H:\12215-00\stedwin\12215b21.OUT Page 6 *** 2.116 * * * ilure Surface Specified By 17 Point X-Surf Y-Surf No. (ft) (ft) 1 204.32 163.00 2 219.40 153.43 3 234.12 139.89 4 250.82 128.89 5 267.59 117.99 6 283.32 105.63 7 301.63 97.59 8 441.01 146.89 9 528.00 170.80 10 597.00 184.94 11 720.01 211.78 12 900.01 241.70 13 970.07 254.42 14 980.49 271.49 15 986.15 290.67 16 987.86 310,60 17 999.53 325,71 *** 2.215 ailure Surface Specified By 17 Point X-Surf Y-Surf No. (ft) (ft) 1 204.32 163.00 2 219.40 153.43 3 234.12 139.89 4 250.82 128.89 5 267.59 117.99 6 283.32 105.63 7 301.63 97.59 8 441.01 146.89 9 528.00 170.80 10 597.00 184.94 11 720.01 211.78 12 900.01 241.70 13 970.07 254.42 14 980.49 271.49 15 986.15 290.67 16 987.86 310.60 17 999.53 325.71 *** 2.215 *** ilure Surface Specified By 17 Point X-Surf Y-Surf No. (ft) (ft) 1 204.32 163.00 2 219.40 153.43 3 234.12 139.89 4 250.82 128.89 5 267.59 117.99 6 283.32 105.63 7 301.63 97.59 8 441.01 146.89 9 528.00 170.80 10 597.00 184.94 11 720.01 211.78 12 900.01 241.70 13 970.07 254.42 14 980.49 271.49 15 986.15 290.67 16 987.86 310.60 17 999,53 325.71 *** 2,215 ailure Surface Specified By 18 Point X-Surf Y-Surf H:\12215-00\stedwin\12215b21.OUT Page 7 " No. (ft) (ft) 1 201.97 163.00 • ^ 217.08 150.18 I 232.29 137.19 • 247.23 123.89 5 266.20 117.55 _ 6 283.24 107.08 I 301.79 99.60 441.00 141.24 9 528.00 169.74 10 597.01 186.28 • 11 720.01 212.13 • 12 900.00 243.83 13 973.39 255.26 14 985.06 271.50 987.58 291.34 • 1001.71 305.49 • 17 1015.85 319.63 18 1021.06 329.68 m *** 2.236 *** H Failure Surface Specified By 18 Coordinate Points •i Point X-Surf Y-Surf No. (ft) (ft) _ 1 211.51 163.00 • 222.51 154.03 • 237.06 140.31 4 252.75 127.91 5 267.38 114.28 • 283.49 102.43 I 302.28 95.57 8 441.01 144.24 9 528.00 169.50 • 10 597.01 184.90 I 720.00 212.72 • 12 900.00 241.01 13 973.76 256.07 • 985.98 271.90 993.69 290.35 • 16 1006.70 305.54 17 1017.62 322.30 _ 18 1025.48 330.41 • *** 2.305 *** g| Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) • 191.67 163.00 • 197.80 161.79 3 213.58 149.51 4 233.57 148.80 248.53 135.52 • 265.20 124.48 • 7 279.49 110.49 8 294.22 96.96 • ^ 441.00 145.14 528.01 170.62 m 11 597.00 185.53 12 720.01 211.74 m ^3 900.00 241.21 • 962.07 253.84 • 15 974.97 269.12 16 988.88 283.50 17 997.42 301.58 B 18 1008.17 318.44 • 19 1011.74 328.12 *** 2.306 *** h:\12215-00\stedwin\12215bc2.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 4/28/03 Time of Run: 8:46AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215bc2. Output Filename: H:12215bc2.OUT Unit: ENGLISH Plotted Output Filename: H:12215bc2.PLT PROBLEM DESCRIPTION 12215-00 - - Kelly Core - - Sect A-A Backcalc BPS Upper/Middle BOUNDARY COORDINATES 18 Top Boundaries 28 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil I No. (ft) (ft) (ft) (ft) Below 1 .00 49.00 11,00 45.00 1 2 11.00 45.00 49,00 45.00 1 3 49.00 45.00 68.00 49.00 1 4 68.00 49.00 78.00 49.00 1 5 78.00 49.00 132.00 83.00 1 6 132.00 83.00 164.00 86.00 1 7 164.00 86.00 200.00 84.00 1 8 200.00 84.00 203.00 78.00 1 9 203.00 78.00 227.00 75.00 1 10 227.00 75.00 233.00 79.00 1 11 233.00 79.00 243.00 86.00 2 12 243.00 86.00 273.00 112.00 1 13 273.00 112.00 289.00 124.00 2 14 289.00 124.00 315.00 147.00 1 15 315.00 147.00 342.00 140.00 1 16 342.00 140.00 372.00 144.00 2 17 372.00 144.00 398.00 151.00 3 18 398.00 151.00 466.00 151.00 3 19 372.00 144.00 376.00 142.00 2 20 376.00 142.00 390.00 140.00 1 21 390.00 140.00 406.00 134.00 1 22 406.00 134.00 413.00 131.00 2 23 413.00 131.00 447.00 120.00 1 24 447.00 120.00 466.00 120.00 1 25 289.00 124.00 342.00 140.00 2 26 273.00 112.00 376.00 142.00 1 27 243.00 86.00 406.00 134.00 2 28 233.00 79.00 413.00 131.00 1 ISOTROPIC SOIL PARAMETERS 3 Type(s) of Soil Soil Total Saturated Type Unit Wt. Unit Wt. No. (pcf) (pcf) 1 135.0 135.0 2 130.0 130.0 3 130.0 130.0 Janbus Empirical Coef Cohesion Friction Intercept Angle Pore Pressure Piez. Pressure Constant Surface (psf) (deg) Param. (psf) 500.0 38.0 .00 .0 50.0 15.5 .00 .0 200.0 33.0 .00 .0 being used for the case of A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. The Active And Passive Portions Of The Sliding Surfaces Are Generated According To The Rankine Theory. 200 Trial Surfaces Have Been Generated. 2 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 2.0 No. 0 0 0 c & phi both > 0 h:\12215-00\stedwin\12215bc2.OUT Page 2 Box No. 1 2 X-Left (ft) 273.00 372.00 Y-Left (ft) 112.00 144.00 X-Right (ft) 289.00 376.00 Y-Right (ft) 124.00 142.00 Height (ft) .00 .00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical First. * * Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 4 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 273.03 112.03 2 372.18 143.91 3 372.18 143.91 4 372.27 144.07 *** 1.010 *** Individual data on the 6 slices Water Water Tie Tie Force Force Force Force Slice Width Weight Top Bot Norm Tan No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) 1 16.0 7098.1 .0 .0 .0 .0 2 26.0 48841.8 .0 .0 .0 .0 3 27.0 48886.3 .0 .0 .0 .0 4 30.0 11585.6 .0 .0 .0 .0 5 .2 3.3 .0 .0 .0 .0 6 .1 .8 .0 .0 .0 .0 Earthquake Force Surcharge Hor Ver Load (lbs) (lbs) (lbs) .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Failure Surface Specified By 4 Coordinate Points Point No. 1 2 3 4 *** X-Surf (ft) 273.69 372.41 372.41 372.60 1.027 Y-Surf (ft) 112.52 143.80 143.80 144.16 Failure Surface Specified By 4 Coordinate Points Point No. 1 2 3 4 *** X-Surf (ft) 273.30 372.65 372.65 372.97 1.028 Y-Surf (ft) 112.22 143.67 143. 144 , .67 .26 Failure Surface Specified By 4 Coordinate Points Point No. 1 2 3 4 *** X-Surf (ft) 274.80 372.03 372.03 372.04 1.034 Y-Surf (ft) 113.35 143 143 144 99 99 01 Failure Surface Specified By 4 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 273.63 112.47 2 372.76 143.62 3 372.76 143.62 4 373.14 144.31 *** 1.037 *** Failure Surface Specified By 4 Point X-Surf Y-Surf No. (ft) (ft) 1 273.99 112.74 2 372.70 143.65 3 372.70 143.65 4 373.04 144.28 Coordinate Points h:\12215-00\stedwin\12215bc2.OUT Page 3 *** 1.041 *** Failure Surface Specified By 4 Point X-Surf Y-Surf No. (ft) (ft) 1 273.92 112.69 2 373.06 143.47 3 373.06 143.47 4 373.57 144 .42 * * * 1.050 *** Failure Surface Specified By 4 Point X-Surf Y-Surf No. (ft) (ft) 1 273.53 112.40 2 373.30 143.35 3 373.30 143.35 4 373.94 144.52 * * * 1.051 *** Failure Surface Specified By 4 Point X-Surf Y-Surf No. (ft) (ft) 1 275.07 113.55 2 372.50 143.75 3 372.50 143.75 4 372.74 144.20 *** 1.053 *** Failure Surface Specified By 4 Point X-Surf Y-Surf No. (ft) (ft) 1 275.42 113.82 2 372.43 143.78 3 372.43 143.78 4 372.64 144.17 *** 1.057 kkk Coordinate Points Coordinate Points Coordinate Points Coordinate Points h:\12215-00\stedwin\12215bc4.OUT Page 1 ** PCSTABLSM ** by Purdue University —Slope Stability Analysis— Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 4/28/03 Time of Run: 8:49AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215bc4. Output Filename: H:12215bc4.OUT Unit: ENGLISH Plotted Output Filename: H:12215bc4.PLT PROBLEM DESCRIPTION 12215-00 ion A-A' BOUNDARY COORDINATES Kelly Core Backcalc - - Sect BPS Lower 18 Top Boundaries 28 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil 1 No. (ft) (ft) (ft) (ft) Below 1 .00 49.00 11.00 45.00 1 2 11.00 45.00 49.00 45.00 1 3 49.00 45.00 68.00 49.00 1 4 68.00 49.00 78,00 49.00 1 5 78.00 49.00 132.00 83.00 1 6 132.00 83.00 164.00 86.00 1 7 164.00 86.00 200.00 84.00 1 8 200.00 84.00 203.00 78.00 1 9 203.00 78.00 227.00 75.00 1 10 227.00 75.00 233.00 79.00 1 11 233.00 79.00 243.00 86.00 2 12 243.00 86.00 273.00 112.00 1 13 273.00 112.00 289.00 124.00 2 14 289.00 124.00 315.00 147.00 1 15 315.00 147.00 342.00 140.00 1 16 342.00 140.00 372.00 144.00 2 17 372.00 144.00 398.00 151.00 3 18 398.00 151.00 466.00 151.00 3 19 372.00 144.00 376.00 142.00 2 20 376.00 142.00 390.00 140.00 1 21 390.00 140.00 406.00 134.00 1 22 406.00 134.00 413.00 131.00 2 23 413.00 131.00 447.00 120.00 1 24 447.00 120.00 466.00 120.00 1 25 289.00 124.00 342.00 140.00 2 26 273.00 112.00 376.00 142.00 1 27 243.00 86.00 406.00 134.00 2 28 233.00 79.00 413.00 131.00 1 ISOTROPIC SOIL PARAMETERS 3 Type(s) of Soil Soil Total Saturated Type Unit Wt. Unit Wt. No. (pcf) (pcf) 1 135.0 135.0 2 130.0 130.0 3 130.0 130.0 Cohesion Friction Intercept Angle Pore Pressure Piez. Pressure Constant Surface (psf) 500.0 50.0 200.0 (deg) 38.0 16.5 33.0 Param. .00 .00 .00 (psf) .0 .0 .0 No. 0 0 0 Janbus Empirical Coef is being used for the case of c & phi both > 0 A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. The Active And Passive Portions Of The Sliding Surfaces Are Generated According To The Rankine Theory. 200 Trial Surfaces Have Been Generated. 2 Boxes Specified For Generation Of Central Block Base Length Of Line Segments For Active And Passive Portions Of Sliding Block Is 2.0 h: \12215-00\stedwin\12215bc4 .OUT Page 2 Box X-Left Y-Left X-Right Y-Right Height No. (ft) (ft) (ft) (ft) (ft) • 233.00 79.00 243.00 86.00 .00 • 406.00 134.00 413.00 131.00 .00 • Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered - Most Critical _ First. 1 * * Safety Factors Are Calculated By The Modified Janbu Method * * Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 233.02 79.01 • 2 406.31 133.87 3 406.31 133.87 4 407.27 135.62 5 408.22 137.38 • 6 409.18 139.14 7 410.13 140.90 8 411.08 142.65 9 412.04 144.41 H 10 412.99 146.17 • 11 413.95 147.93 12 414.90 149.68 13 415.62 151.00 H *** 1.010 *** Individual data on the 21 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge H Slice Width Weight Top Bot Norm Tan Hor Ver Load • No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 10.0 2481.9 .0 .0 .0 .0 .0 .0 0 2 30.0 48394.1 .0 .0 .0 .0 .0 .0 0 • 16.0 50872.1 .0 .0 .0 .0 .0 .0 0 1 26.0 120326.2 .0 .0 .0 .0 .0 .0 0 • 5 27.0 123580.9 .0 .0 .0 .0 .0 .0 0 6 30.0 95130.1 .0 .0 .0 .0 .0 .0 0 •1 4.0 11204.8 .0 .0 .0 .0 .0 .0 0 • 14.0 38227.5 .0 .0 .0 .0 .0 .0 0 • 9 8.0 21073.6 .0 .0 .0 .0 .0 .0 0 10 8.0 19345.9 .0 .0 .0 .0 .0 .0 0 _ 11 .3 697.7 .0 .0 .0 .0 .0 .0 0 • 1^ 1.0 2016.6 .0 .0 .0 .0 .0 .0 0 • 13 1.0 1798.6 .0 .0 .0 .0 .0 .0 0 14 1.0 1580.5 .0 .0 .0 .0 .0 .0 0 15 1.0 1362.5 .0 .0 .0 .0 .0 .0 0 • 16 1.0 1144.4 .0 .0 .0 .0 .0 .0 0 I 1.0 926.4 .0 .0 .0 .0 .0 .0 0 18 1.0 708.3 .0 .0 .0 .0 .0 .0 0 19 1.0 490.3 .0 .0 .0 .0 .0 .0 0 • 20 1.0 272.2 .0 .0 .0 .0 .0 .0 0 I ^1 .7 61.1 .0 .0 .0 .0 .0 .0 0 Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) • 1 233.25 79.17 • 2 406.20 133.92 3 406.20 133.92 4 407.15 135.67 5 408.10 137.43 6 409.06 139.19 7 410.01 140.95 8 410.97 142.70 • 9 411.92 144.46 10 412.88 146.22 11 413.83 147.98 I 12 414.78 149.73 h:\12215-00\stedwin\12215bc4.OUT Page 3 13 415.47 151.00 *** 1.010 *** Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 234.12 79.79 2 406.05 133.98 3 406.05 133.98 4 407.00 135.74 5 407.95 137.50 6 408.91 139.25 7 409.86 141.01 8 410.82 142.77 9 411.77 144.53 10 412.73 146.28 11 413.68 148.04 12 414.63 149.80 13 415.29 151.00 *** 1.014 *** Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 233.43 79.30 2 406.71 133.70 3 406.71 133.70 4 407.66 135.45 5 408.62 137.21 6 409.57 138.97 7 410.53 140.73 8 411.48 142.48 9 412.43 144.24 10 413.39 146.00 11 414.34 147.76 12 415.30 149.51 13 416.10 151.00 *** 1.017 *** ilure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 233.39 79.27 2 407.34 133.43 3 407.34 133.43 4 408.29 135.18 5 409.25 136.94 6 410.20 138.70 7 411.15 140.46 8 412.11 142.21 9 413.06 143.97 10 414.02 145.73 11 414.97 147.49 12 415.93 149.25 13 416.88 151.00 *** 1.025 *** iilure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 233.62 79.43 2 407.22 133.48 3 407.22 133.48 4 408.18 135.23 5 409.13 136.99 6 410.08 138.75 7 411.04 140.51 8 411.99 142.26 9 412.95 144.02 10 413.90 145.78 9 412.33 144.29 10 413.29 146.04 11 414.24 147.80 12 415.20 149.56 13 415.98 151.00 *** 1.030 *** h:\12215-00\stedwin\12215bc4.OUT Page 5