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CT 97-16A; KELLY CORE PROJECT; SLOPE STABILITY ANALYSIS; 2003-06-14
I I I I I I I I I I I I I I I I I I I June 14, 2003 Project No: 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. 2. 3. 4. Slope stability analysis was performed utilizing continuous (non-fault disrupted) bedding plane shears and clay beds. Slope stability analysis was performed including an assumed groundwater profile. Slope stability analysis was performed utilizing uniform strength parameters along the failure zones. Strength parameters utilized for slope stability analysis of critical sections were obtained by back-calculation of the conditions exposed by buttress construction. The results of our slope stability analysis indicate that the bedding parallel shears exhibit an acceptable factor of safety against the potential of slope failure under current conditions. Our analysis of the 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 of the geotechnical review of the proposed development. DOCUMENT REVIEW To date, our review of the 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, California, prepared by Geocon, Project No. 06800-32-02A, dated February 20, 2003. • Final Report of Testing and Observation Services During Site Grading, Kelly Core; CT 97-16A, Archstone Pads (Lot Nos. 161 through 170) Carlsbad, California, 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 of Carlsbad, California, prepared by Pacific Soils Engineering, Incorporated, Work Order 400607, dated October 18, 2001. I I I I I I I I I I I I I I I I I I I June 14, 2003 Project No: 12215-00 Report No: 03-9012 PageNo: 3 • Suggested Guidelines for 3rd Party Geotechnical Review, Kelly Ranch Planning Area L, Carlsbad, California, prepared by Geotechnics, Incorporated, Project No. 0787-001-00, Document No. 03-0116, dated February 6, 2003. • Kelly Core, Carlsbad, California, Response to Geotechnics, Incorporated Correspondence, dated January 9, 2003, prepared by Geocon Incorporated, Project No. 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, California, prepared by Geotechnics, Inc., Project No. 0787-001-00, Document No. 03-0023, dated January 9, 2003. • Kelly Core, Carlsbad, California, 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, California, prepared by Christian Wheeler Engineering, CWE 202.842.IR, dated December 19, 2002. • Summary of Findings, Slope Stability Review, Kelly Ranch Planning Area L, Carlsbad, California, 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, California, 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, California, prepared by Geocon Incorporated, Project No. 06800-32-02A, undated. • Kelly Ranch Planned Parcel 'L' Data Package, prepared by Leighton and Associates, Inc., Project No. 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 Quaternary landslide debris. Locally, the Santiago Formation is comprised of interbedded sandstone, siltstone, and claystone. Observations and field measurements by other consultants, as well as published reports, indicate that the strata generally dips west to northwest at an inclination ranging from approximately 13 to 20 degrees. I I I I I I I I I I I I I I I I I I I June 14, 2003 Analysis Project No: 12215-00 Report No: 03-9012 PageNo: 4 Based upon our review of the Geocon, Leighton and Associates, and Geotechnics documents, we recommend modification of the 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 of the geologic and engineering data. Our comments are as follows: • A review of the 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 information 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 of the Kelly Core development. • On all of the 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 further 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 easterly fault. The westerly fault, located downslope ofGeocon Borings GB-I 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 of the Callaghan property. No field mapping or aerial photo analysis revealed evidence for this faults existence on the Callaghan property. Leighton Borings LB-I 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 ofGeotechnics and Geocon. None of the consultant's geologists identified the fault or fault-related features in the borings. The easterly 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 of the central I I I I I I I I I I I I I I I I I I I June 14, 2003 Project No: 12215-00 Report No: 03-9012 PageNo: 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 of the 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 of the 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 of the BPS. The strengths assigned to the claystone bed for that portion of the 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 of the 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 further 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 concerning their stability analyses, which we address below: • Both Leighton and Geotechnics identify that Geocon' s cross-sections are restricted to the southern portion of the site, and that they have not considered the stability of the northern area. We have therefore analyzed two (2) cross-sections in the upper portion of the site to assess the potential stability of this northern area. I I I I I I I I I I I I I I I I I I I June 14, 2003 Project No: 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 similar 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 of this 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 of the 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 concern regarding the use of increased strength along the lower portion of the 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 uniform 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 concern 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 of the lower gray claystone bed and therefore the questions of shear rate and cohesion are moot. I I I I I I I I I I I I I I I I I I I June 14, 2003 Project No: 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 1-1 '. 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 1-1' shows our interpretation of the 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 IO degrees and apparent cohesion of 50 pounds per square foot (psf). After review of the test data and analysis of the cross section, we are of the opinion that this strength envelope is very conservative. Back calculations of the temporary construction 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 strength of 15.5 to 16.5 degrees and apparent cohesion of 50 psf for the bedding parallel shears. The results of our analysis of the bedding parallel 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 strength condition. The location of the gray Claystone bed is slightly deeper in cross-section A- I I I I I I I I I I I I I I I I I I I June 14, 2003 Project No: 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 of the BPS. The results of our analyses demonstrate the factor of safety to range from 1.58 to 2.1 I, for the lower gray clays tone bed. Landslide A shallow landslide 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 of the slope stability in the study area. Testing of the basal shear zone material from boring GB-3 (sample B3-2) was performed to provide a basis for analysis of the stability of the landslide. Review of photographs and field information does not reveal any plastic basal soils in the landslide exposed on the face of the buttress back cut. However, use of strength parameters representative of this material is conservative. Utilization of the published work ofTerzaghi and Peck, which defines the fully softened friction angle based upon index testing of the soil, was utilized to define the soil strength parameters for analysis. Analysis of additional laboratory testing of samples from the basil surface of the landslide yielded strength values of 25 degrees and O 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 of the landslide and the disagrated and incoherent nature of the 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 of this review indicates that the stability of the Claystone beds is acceptable. Our analysis indicates acceptable factors of safety when analyzed as described above. Analysis of the upper shallow landslide shown on the attached plate also indicates acceptable factors of safety. I I I I I I I I I I I I I I I I I I I June 14, 2003 LIMITATIONS Project No: 12215-00 Report No: 03-9012 PageNo: 10 Our services were performed 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. Respectfully submitted, STONEY-MILLER CONSULT ANTS, INC. Michael J. Miller, G.E. 597 Geotechnical Engineer Registration Expires 3-31-06 KBM:JPH:rm Distribution: Addressee ( 4) Attachments: Appendix A, Slope Stability Analysis Plate I, Geotechnical Map Plates 2 and 3, Geotechnical Cross-Sections John P. Hunt, E.G., 1964 Engineering Geologist Registration Expires I 0-31-03 I I I I I I I APPENDIX A I STABILITY ANALYSIS I I I I I I I I I I I ---- I I I I I I I I I I I I I I I I I I I GENERAL APPENDIX A ENGINEERING STABILITY ANALYSIS Engineering stability analyses were performed 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 stability analyses of the landslide and Bedding Parallel Shears. The computer program utilizes the limit equilibrium theory for the calculation of the minimum Factory of Safety (FS). SHEAR STRENGTH PARAMETERS Shear strength parameters for the analyses were determined from back calculations from the construction stability, laboratory shear strength tests done by prior consultants, as well as local experience in similar soils and engineering judgment. The shear strength 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 well 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- 1 ', Cross-Sections A-A' and B-B' from Geocon, and Cross-Section C-C' from Leighton, see Geotechnical Plan, Plate I. The results of the analyses are presented on Table A-2 and Figures A-1 through A-18. I I I I I I I I I I I I I I I I I I I TABLE A-1 SUMMARY OF STRENGTH PARAMETERS Bulk Bulk Static Condition Material Type Density Density Cohesion, c Friction Source of Strength ym (pcf) ys (pcf) (psf) Angle ,p Parameter (deg) 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 I I h:\12215-00\stedwin\12215st2.0UT Page 1 ** PCSTABLSM ** I by Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop I 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. I Output Filename: H: 12215st2 .OUT Unit: ENGLISH Plotted Output Filename: H:12215st2.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect I ion A-A' BPS Upper/Middle BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. I 22 Top Boundaries 76 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type I 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 Bl. 00 172. 00 3 4 Bl. 00 172. 00 111. 00 182.00 3 I 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 B 164.00 186.00 202.00 186.00 3 I 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 I 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 I 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 I 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 I 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 I 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 17 6. 00 227.00 175. 00 1 I 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 I 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 I 43 413.00 231.00 447.00 220.00 1 I I I I I I I I I I I I I I I I I I I I h:\12215-00\stedwin\12215st2.0UT 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 76 447.00 4 62. 00 492.00 533.00 540.00 588.00 668.00 690.00 720. 00 739.00 750.00 289.00 273.00 60.00 150.00 243.00 60.00 150.00 233.00 87.00 135.00 199.00 289.00 383.00 488.00 630.00 87.00 135.00 199.00 289.00 383.00 488.00 630.00 220.00 220.00 239.00 246.00 246.00 241. 00 287.00 293.00 294.00 297.00 297.00 224.00 212. 00 131.00 158.00 186.00 127.00 154.00 179.00 107.00 119. 00 134.00 156.00 177.00 201.00 235.00 100.00 112.00 127. 00 149.00 170.00 194.00 228.00 ISOTROPIC SOIL PARAMETERS 3 Type(s) of Soil Cohesion 462.00 492.00 533.00 540.00 588.00 668.00 690.00 720. 00 739.00 750.00 799.00 342.00 376. 00 150.00 212.00 406.00 150.00 221. 00 413. 00 135. 00 199.00 289.00 383.00 488.00 630.00 739.00 135.00 199.00 289.00 383.00 488.00 630.00 739.00 220.00 239.00 246.00 246.00 241.00 287.00 293.00 294.00 297.00 297.00 297.00 240.00 242.00 158.00 177. 00 234.00 154.00 176. 00 231.00 119. 00 134.00 156.00 177.00 201. 00 235.00 261. 00 112. 00 127.00 14 9. 00 170.00 194.00 228.00 254.00 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 2 1 1 1 2 2 2 2 2 2 2 1 1 1 1 1 1 1 Piez. Soil Total Saturated Type Unit Wt. Unit Wt. Intercept (psf) 500.0 50.0 200.0 Friction Angle (deg) 38.0 15.5 33.0 Pore Pressure Pressure Constant Surface No. (pcf) (pcf) 1 135.0 135.0 2 130.0 130.0 3 130.0 130.0 Pararn . . 00 .00 .00 (psf) .0 .0 .o No. o o o 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 No. (ft) 1 273.00 2 372.00 Y-Left (ft) 216.00 244.00 X-Right (ft) 289.00 376.00 Y-Right (ft) 220.00 242.00 Height (ft) 8.00 .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 * * I I I I I I I I I I I I I I I I I I I Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 h:\12215-00\stedwin\12215st2.OUT 7 262. 60 215.71 8 264.60 215. 67 9 266.31 214.63 10 268.30 214. 51 11 270.26 214.12 12 271.79 212.82 13 273.79 212.80 14 372.34 243.83 15 372. 57 244.15 *** 2.126 *** Individual data on the 20 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1.5 186.7 . 0 .0 .0 .0 1. 4 558.4 .0 .0 .0 .0 1. 9 1198. 6 .0 .0 .0 . 0 1. 6 1364. 7 .0 . 0 .0 . 0 1.4 1573.4 .0 . 0 .0 . 0 1.8 2405.7 .0 .0 .0 . 0 2.0 3062.5 . 0 .0 .0 .0 1. 7 2929. 5 .0 .0 .0 .0 2.0 3813.8 .0 .0 .0 .o 2.0 4056.3 .0 .0 . 0 .0 1.5 3484.9 .0 .0 .o .0 2.0 4 965. 8 .0 . 0 . 0 . 0 .5 1248.6 .0 . 0 . 0 .0 14.7 40033.8 .0 . 0 . 0 . 0 15.0 45999.8 . 0 .0 . 0 . 0 11.0 33481.7 .0 . 0 .0 . 0 27.0 48313.8 . 0 .0 .0 .0 30.0 11706.8 .0 .0 . 0 .0 .3 12.1 .0 . 0 .0 .0 .2 3.8 .0 . 0 . 0 .0 Failure Point Surface Specified By 14 Coordinate Points No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 *** X-Surf Y-Surf (ft) (ft) 255.02 223.33 256.42 221.93 258.29 221.23 259.76 219.87 261.62 219.15 263.23 217.96 265.03 217.09 266.88 216.32 268.69 215.47 270.60 214.88 272.42 214.06 273.89 212.70 373.24 243.38 374.35 244.63 2.200 *** Failure Point Surface Specified By 14 Coordinate Points No. 1 2 3 4 5 6 7 8 9 10 X-Surf Y-Surf (ft) (ft) 254.96 223.30 256.77 223.11 258.45 222.03 259.88 220.63 261.78 220.02 263.22 218.63 264.76 217.36 266.19 215.95 267.75 214.70 269.65 214.08 . 0 . 0 .0 . 0 . 0 .0 . 0 .0 .0 . 0 .o .0 . 0 .0 . 0 .0 .o . 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 . 0 .0 .0 . 0 .0 .0 . 0 .0 .o . 0 .0 . 0 . 0 . 0 .0 . 0 .0 .0 . 0 . 0 .o .0 . 0 .o .0 .o .0 .0 .0 .0 Page 3 I I h:\12215-00\stedwin\12215st2.OUT Page 4 11 271. 55 213.46 I 12 273.36 212. 62 13 372. 29 243.85 14 372.58 244.16 *** 2.219 *** Failure Surface Specified By 16 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 254.69 223 .17 2 255.86 222.50 I 3 257.39 221.21 4 258.94 219.95 5 260.84 219.34 6 262.84 219.30 I 7 264.41 218.05 8 2 66. 2 9 217.39 9 267. 99 216.33 10 269.82 215.53 I 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 I 16 377.08 245.37 *** 2.232 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 252.71 222.21 2 253.69 222.15 3 255.25 220.90 I 4 257.24 220. 72 5 259.24 220.66 6 261.24 220.65 7 263.18 220.18 I 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 I 13 273.26 213.90 14 372.35 243.82 15 372. 72 244.19 *** 2.255 *** I Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 254.85 223.25 I 2 255.15 222.95 3 256.75 221.75 4 258.24 220.42 5 260.24 220.41 I 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 I 11 270.78 215.50 12 272. 72 215.00 13 274.43 213. 97 14 375.14 242.43 I 15 376.28 244.07 16 376.97 245.34 *** 2.278 *** Failure Surface Specified By 15 Coordinate Points I Point X-Surf Y-Surf I I I h:\12215-00\stedwin\12215st2.OUT Page 5 No. (ft) (ft) I 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 I 6 263. 63 220.73 7 265.30 219.63 8 266.91 218.44 9 268.50 217.22 I 10 270 .17 216.13 11 271.61 214.74 12 273.48 214.04 13 274.90 212.63 I 14 372. 44 243.78 15 372.79 244.21 *** 2.280 *** Failure Surface Specified By 15 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 255.98 223.79 2 256.16 223.64 3 258.00 222.85 I 4 259.91 222.28 5 261. 56 221.15 6 263.47 220.56 7 264.89 219.15 I 8 266.86 218.80 9 268.86 218.73 10 270.41 217.47 11 272. 28 216.75 I 12 273.77 215.42 13 275.39 214.24 14 372.13 243.93 15 372 .18 244.05 *** 2.293 *** I Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 256.84 224.21 I 2 257.38 223.97 3 259.28 223.36 4 260.91 222.21 5 262. 59 221.12 I 6 264.51 220.54 7 266.46 220.09 8 268.07 218. 91 9 269.88 218.06 I 10 271. 87 217.89 11 273.66 217.00 12 275.40 216.01 13 373.57 243.22 I 14 374.59 244.70 *** 2.327 *** Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 257.99 224.76 2 259.25 224.42 3 260.68 223.02 4 262. 50 222.20 I 5 264.35 221. 43 6 266.00 220.29 7 267.53 219.02 8 269.09 217.76 I 9 271.02 217. 21 I I I I I I I I I I I I I I I I I I I I 10 11 12 13 14 272. 50 274.27 276.19 373.55 374.47 *** 2.337 h:\12215-00\stedwin\12215st2.OUT Page 6 215. 87 214.95 214.37 243.22 244.66 *** I I h:\12215-00\stedwin\12215stl.OUT Page 1 ** PCSTABLSM ** I by Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop I 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. I Output Filename: H: 12215stl.OUT Unit: ENGLISH Plotted Output Filename: H: 12215stl. PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect I 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. I 22 Top Boundaries 76 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type I 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 I 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 I 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 I 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 I 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 I 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 I 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 18 6. 00 200.00 184.00 1 I 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 I 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 I 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 I 43 413.00 231. 00 447.00 220.00 1 I 'I I h:\12215-00\stedwin\12215stl.OUT Page 3 7 210.36 172.86 I 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 I 13 415.01 251. 00 *** 1.467 *** Individual data on the 36 slices Water Water Tie Tie Earthquake I 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 44.2 .0 .0 .0 . 0 .0 .0 .0 I 2 3.7 506.0 . 0 . 0 . 0 . 0 .0 . 0 .0 3 1.1 259.7 . 0 . 0 . 0 . 0 .0 .0 .0 4 3.8 1791.2 .0 .0 .0 . 0 .0 . 0 .0 5 2.2 1802.5 .0 .0 .0 .0 . 0 .0 . 0 I 6 1. 6 1676. 2 .0 . 0 .0 .0 . 0 .0 . 0 7 . 4 407.6 .0 .0 .o .0 .0 .0 . 0 8 1.0 1492.8 .0 .0 .o .o .o .0 .0 9 2.0 5212.9 .0 .0 .0 .0 .0 .0 .o 10 1.3 4371. 3 .0 . 0 .0 .0 .0 .o .0 I 11 .5 1740.3 .0 .0 .0 .0 .o . 0 .o 12 1.2 4240.2 .0 .0 .0 .0 . 0 .0 .o 13 2.4 8867.6 .0 . 0 .0 . 0 .0 .0 . 0 14 1. 6 6528.3 .0 . 0 .0 . 0 .0 . 0 .0 I 15 8.7 35588.5 .0 .o . 0 . 0 .0 . 0 .0 16 14.5 64082.3 .0 . 0 .o . 0 .0 .0 .0 17 3.8 17920.7 .0 .0 .0 .0 .0 .o .0 18 4.0 18556.3 .0 .0 . 0 .0 .0 .0 . 0 I 19 1.0 4540.2 .0 .0 . 0 . 0 .0 .0 .0 20 29.0 141875.4 .0 . 0 .0 . 0 .0 .o .0 21 16.0 87111. 7 .o .0 .o . 0 .0 . 0 .0 22 15.0 87270. 3 .0 .o .o .0 .0 . 0 .0 I 23 11.0 63858.0 .0 .0 .0 .0 .0 .0 .0 24 27.0 123273.4 .0 .0 . 0 .0 . 0 .0 . 0 25 30.0 95661.0 .0 .0 .0 . 0 .0 .0 .0 26 4.0 11345.0 .0 . 0 .0 . 0 . 0 . 0 .0 27 14.0 38846.7 .0 .0 .0 .0 .o . 0 .0 I 28 8.0 21517. 3 .0 .0 .0 .0 .0 .o .0 29 3.0 7863.5 .0 .0 .o .0 .0 .0 . 0 I 30 1.2 2843.7 .o .0 . 0 .0 . 0 .0 . 0 31 1. 8 4138.7 .0 .0 .0 .o .0 .0 .0 I 32 . 5 1083.8 .0 .0 .0 . 0 .0 . 0 .0 33 1.2 2131. 8 .o .0 .o .0 .0 .0 . 0 34 3.5 4184.1 .o .0 .0 .0 .0 . 0 .0 35 3.4 2453.8 .0 .0 . 0 .0 .o . 0 .0 I 36 2.3 545.4 .0 .o .o . 0 .0 .0 . 0 Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 179.35 18 6. 00 2 181.95 183.41 3 185.66 180.06 4 190.56 179.09 5 195.56 178. 95 I 6 199.90 176.47 7 203.93 173.51 8 208.76 172.24 9 409.88 234.01 I 10 411.68 238. 67 11 415.16 242.27 12 417.49 246.69 13 421. 01 250.24 I 14 421.13 251.00 I I I I I I I I I I I I I I I I I I I I 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 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 *** X-Surf (ft) 191. 71 194.08 198.46 202.45 206.34 210.01 394.78 398.31 4 01. 68 405.08 408.37 411. 65 413.34 1.501 *** Y-Surf (ft) 186.00 184.81 182.40 179. 38 176.24 172. 84 228.95 232.50 236.18 239.85 243.62 247.39 251.00 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) 175.86 179.33 183.12 187.97 191. 53 195.62 200.62 205.59 402.90 405.86 408.03 411.53 412.92 413.92 1.505 *** Y-Surf (ft) 186.00 182.82 179. 55 178. 35 174.84 171. 96 171. 92 171.38 232.12 236.15 240.65 244.22 249.02 251. 00 Failure Point Surface Specified By 16 Coordinate Points No. 1 2 3 4 5 6 7 8 9 X-Surf Y-Surf (ft) (ft) 175.07 186.00 178.57 185.50 183.31 183.91 187.40 181.04 192.07 179.25 196.23 176.47 200.17 173.40 205.12 172.66 391.21 226.26 I I h:\12215-00\stedwin\12215stl.OUT Page 5 10 393.07 230.90 I 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 I 16 408.34 251. 00 *** 1.507 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 178. 64 186.00 2 179.09 185.66 3 182.86 182.37 I 4 18 6. 54 178.99 5 190.65 176.13 6 194.19 172. 60 7 198.21 169.63 I 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 I 13 413.80 24 6. 41 14 417 .12 250.15 15 417. 73 251. 00 *** 1. 518 *** I Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 168.21 186.00 I 2 169.99 184.23 3 174. 00 181. 24 4 178.93 180. 41 5 183.83 179.43 I 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 I 11 408 .11 236.23 12 408 .14 241. 23 13 411.67 244. 78 14 415.19 248.32 I 15 417. 50 251. 00 *** 1.523 *** Failure Surface Specified By 12 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 192.35 186.00 2 194.86 183.50 3 199.37 181. 34 I 4 204.23 180.19 5 208.17 177.11 6 211. 78 173. 65 7 404.74 231. 79 I 8 407.91 235.65 9 409.39 24 0. 4 3 10 412.90 243.98 11 414.60 248.69 12 416.81 251. 00 I *** 1. 525 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 167. 35 186.00 I i I I I I I I I I I I I I I I I I I I I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 *** h:\12215-00\stedwin\12215stl.OUT Page 6 168.52 185.07 173.17 183.24 176.72 179.71 181. 39 177.94 186.23 176.68 190.54 174.15 194.89 171. 67 199.62 170.05 398.53 231.61 400.21 236.32 402.43 240.80 403.86 245.59 406.84 249.60 4 07. 67 251.00 1. 531 *** I I h:\12215-00\stedwin\12215st4.0UT Page 1 ** PCSTABLSM ** I by Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop I 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. I Output Filename: H:12215st4.0UT Unit: ENGLISH Plotted Output Filename: H: 12215st4. PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect A-A I BPS Lower Fault @ Toe BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. I 22 Top Boundaries 84 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 43 406.00 234.00 413.00 231. 00 2 I I I I I I I I I I I I I I I I I I I I h:\12215-00\stedwin\12215st4.0UT 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 84 413.00 447.00 4 62. 00 492.00 533.00 540.00 588.00 668.00 690.00 720.00 739.00 750.00 289.00 273.00 81. 00 60. 00 94.00 150.00 243.00 60.00 94.00 98.00 150.00 233.00 98.00 87.00 130.00 199.00 289.00 383.00 488.00 630.00 87.00 135.00 137.00 199.00 289.00 383.00 488.00 630. 00 137.00 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil 231. 00 220.00 220.00 239.00 246.00 246.00 241. 00 287.00 293.00 294. 00 297.00 297. 00 224.00 212.00 151. 00 131.00 141. 00 158.00 186.00 127.00 137 .00 138. 00 154.00 179.00 138.00 107.00 118. 00 134.00 156.00 177.00 201.00 235.00 100.00 112.00 113. 00 127.00 149.00 170.00 194.00 228.00 113.00 447.00 462.00 492.00 533.00 540.00 588.00 668.00 690.00 720. 00 739.00 750.00 799.00 342.00 376.00 94.00 94.00 150.00 212.00 406.00 94.00 98.00 150.00 221. 00 413. 00 130.00 130.00 199.00 289.00 383.00 488.00 630.00 739.00 135.00 137.00 199.00 289.00 383.00 488.00 630.00 739.00 154.00 220.00 220.00 239.00 246.00 246.00 241. 00 287.00 293.00 294.00 297.00 297.00 297.00 240.00 242.00 141. 00 141. 00 158.00 177.00 234.00 137.00 138.00 154.00 176.00 231. 00 118. 00 118. 00 134.00 156.00 177. 00 201.00 235.00 261. 00 112.00 113.00 127.00 149.00 170.00 194.00 228.00 254.00 100.00 1 1 1 1 1 1 1 1 1 1 1 1 2 1 4 2 2 2 2 1 4 1 1 1 4 2 2 2 2 2 2 2 1 4 1 1 1 1 1 1 4 Piez. Soil Total Saturated Type Unit Wt. Unit Wt. Cohesion Intercept (psf) 500.0 50.0 200.0 100.0 Friction Angle (deg) 38.0 16.5 33.0 15.0 Pore Pressure Pressure Constant Surface No. (pcf) (pcf) 1 135.0 135.0 2 130.0 130.0 3 130.0 130.0 4 130.0 130.0 Pararn. .00 .00 .00 .00 (psf) . 0 . 0 . 0 • 0 No. 0 0 0 0 Janbus Empirical Coef is being used for the case of c & phi A Critical Failure Surface Searching Method, Using A Random Technique For Generating Sliding Block Surfaces, Has Been Specified. both> 0 200 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 Box X-Left Y-Left No. (ft) (ft) 1 60.00 129.00 2 195.00 169.00 3 382.00 225.00 X-Right (ft) 150.00 248.00 410.00 Y-Right (ft) 156.00 183.00 232.00 Height (ft) 4.00 5.00 5.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered -Most Critical First. I I h:\12215-00\stedwin\12215st4.0UT Page 3 **Safety Factors Are Calculated By The Modified Janbu Method* * I 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 I 3 65.53 160.62 4 69.77 157.97 5 73.31 154.44 6 77.65 151. 96 I 7 81. 36 148.61 8 85.27 145.49 9 89.65 143.09 10 93.96 140. 56 I 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 I 16 407.93 245.26 17 409.78 249. 91 18 409.88 251.00 *** 1. 638 *** I 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 I No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 1. 3 88.7 . 0 .0 .0 .0 .0 .o .0 2 3.8 1352.4 . 0 .0 .0 .0 .0 .0 .0 3 3.5 2453.4 . 0 .0 . 0 .o . 0 .0 .0 I 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 .o .0 .0 . 0 7 4.3 9995.1 .0 .0 .0 .0 .o .0 . 0 I 8 2.0 5419.9 .0 .0 .0 . 0 . 0 . 0 . 0 9 1. 3 3810.7 . 0 .0 . 0 .0 . 0 .o .0 10 . 4 1097.6 . 0 .0 . 0 .0 . 0 .o .0 11 3.9 13119.0 . 0 .0 . 0 .0 . 0 .o . 0 12 4.4 17224.8 .0 .0 . 0 .0 . 0 .0 . 0 I 13 3.8 16940.9 .0 .0 .o . 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 I 17 13.0 61532.1 .0 .0 . 0 .o .0 . 0 .0 18 1.0 4752.2 .0 .0 . 0 .0 .0 .0 .0 19 7.0 33666.7 .0 . 0 .o . 0 .0 .o .0 20 18.0 78392.7 .0 .0 .0 . 0 .0 .0 . 0 I 21 14. 0 52660.9 . 0 .0 .0 .0 . 0 .0 .0 22 36.0 101529.4 . 0 .0 . 0 .0 . 0 .0 .o 23 2.0 4182.5 . 0 .0 .0 .0 . 0 .0 . 0 24 1.0 2366.5 . 0 . 0 . 0 .0 .0 .0 . 0 I 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 .o .0 .0 .0 . 0 .o .0 28 2.3 9233.3 .0 .0 .0 .o . 0 .0 .0 29 6.7 28039.0 .0 .0 . 0 .o .0 .0 . 0 I 30 .5 2111.8 .0 .0 .0 .0 . 0 .0 . 0 31 2.1 8 97 9. 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 I 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 I 38 15.0 89885.4 .0 . 0 . 0 .0 .0 .0 .0 I I I h:\12215-00\stedwin\12215st4.OUT Page 4 39 11. o 66005.3 .0 . 0 . 0 .0 .0 .0 . 0 I 40 27.0 129367. 6 . o .0 .0 .0 . o . 0 . 0 41 30.0 103804.8 .o .0 .0 . 0 .0 . 0 .0 42 4.0 12540.0 . 0 .0 .0 . 0 .0 . 0 . 0 43 14.0 43231.5 .0 . 0 .0 . 0 .0 .0 . 0 44 8.0 24164.1 .0 . 0 .0 . 0 .0 . 0 . 0 I 45 . 0 24.1 . o .0 . 0 .0 . 0 . o . 0 46 2.9 7843.4 . 0 .0 . 0 . 0 .0 . 0 .0 47 .1 163. 3 . 0 .0 .0 .0 . 0 . 0 .0 48 . 8 18 65. 7 .0 . 0 .0 . 0 . 0 . 0 . 0 I 49 . 4 796. 7 . 0 . 0 . 0 .0 . 0 . 0 . 0 50 3.2 4939.5 .0 .0 . 0 .0 .0 . 0 . 0 51 2.5 2608.4 . 0 . 0 . 0 .0 .0 .0 .0 52 1.8 820.0 . 0 .0 .0 .0 . 0 .0 .0 I 53 .1 6.8 .0 . 0 .0 . 0 .o . 0 . o Failure Surface Specified By 18 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 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 I 6 78.47 152.76 7 82.52 149.84 8 86.22 146.47 9 90.05 143.26 I 10 93.61 139.75 11 228.33 177. 97 12 396.15 227.78 13 398.67 232.10 I 14 401. 25 236.38 15 401. 79 241.35 16 404.84 245.31 17 407.58 249.50 I 18 408.35 251.00 *** 1. 640 *** Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 42.81 164.62 2 45.85 162.05 3 49.78 158. 96 4 53.50 155.62 I 5 58.48 155.19 6 63.47 154.92 7 68.19 153.27 8 73.09 152.25 I 9 77.99 151. 25 10 81. 55 147.74 11 85.09 144.21 12 89.40 141. 68 I 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 I 18 401. 97 244.39 19 402.59 249.35 20 404.09 251. 00 *** 1. 664 *** I Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 45.69 164.66 I 2 49.90 163.07 I I I h:\12215-00\stedwin\12215st4.OUT Page 5 3 53.45 159.55 I 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 I 9 79.36 145.51 10 83.26 142.39 11 86.82 138.88 12 234.16 180.22 I 13 391. 74 22 9. 68 14 395.05 233.43 15 398.57 236.98 16 402.01 240.61 I 17 402.82 245.55 18 406.36 249.08 19 408.28 251. 00 *** 1. 669 *** I 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 I 3 46.19 157.77 4 51.19 157.74 5 54.90 154.39 6 58.44 150.86 I 7 62.45 147. 87 8 67.38 14 7. 04 9 72.28 146.06 10 77.23 145. 36 I 11 81. 61 142. 94 12 85.33 139.60 13 89.28 136.54 14 200.83 169.91 I 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 I 20 417.47 251. 00 *** 1. 705 *** Failure Surface Specified BY 21 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 37.17 164. 54 2 37. 66 164.09 3 42.53 162.99 I 4 47.50 162. 46 5 51. 05 158.93 6 56.03 158.57 7 60. 73 156.86 I 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 I 13 85.50 141. 60 14 89.11 138 .14 15 203.21 173.15 16 403.83 232.32 I 17 407.20 236.01 18 410. 72 239.56 19 414. 25 243.10 20 417.24 247.11 I 21 417.80 251. 00 I I I I I I I I I I I I I I I I I I I I *** 1. 708 *** Failure Point Surface Specified By 19 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 *** X-Surf Y-Surf (ft) (ft) 45.89 164.67 47.11 163.45 51.55 161.16 56.28 159.52 60.65 157.10 64.66 154.12 69.07 151.74 72.71 148.32 76.75 145.37 81.74 145.05 86.20 142.80 90.10 139.66 222.95 178.69 405.55 230.72 407.65 235.25 409.02 240.06 411.97 244.10 414.87 248.18 417.02 251.00 1.731 *** h:\12215-00\stedwin\12215st4.OUT Page 6 Coordinate Points Failure Surface Specified By 21 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 *** X-Surf (ft) 40.87 41. 38 45.89 50.75 54.69 58.30 62.95 67.77 72.03 75.83 80.03 85. 02 88.56 204.03 390.42 393.59 395.07 398.58 400.28 403.73 405.31 1. 731 Y-Surf *** (ft) 164.59 164. 08 161. 93 160.77 157.69 154.23 152.39 151.07 148.44 145.19 142.48 142.15 138.62 171. 51 228.44 232.30 237.08 240.63 245.34 248. 96 251.00 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 I I I I I I I I I I I I I I I I I I I 15 16 17 *** 413 .23 414. 71 415.61 1. 743 *** 241.95 246. 72 251. 00 Failure 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. 4 5 4 58.64 156. 91 5 62.85 154.22 6 67.03 151. 4 7 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 *** h:\12215-00\stedwin\12215st4.OUT Page 7 Coordinate Points I I h:\12215-00\stedwin\12215st5.OUT Page 2 44 413.00 231.00 447.00 220.00 1 I 45 447.00 220.00 462.00 220.00 1 46 4 62. 00 220.00 492.00 239.00 1 47 492.00 239.00 533.00 246.00 1 48 533.00 246.00 54 0. 00 246.00 1 49 540.00 246.00 588.00 241. 00 1 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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. I 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 I 3 130.0 130.0 200.0 33.0 .00 . 0 1 4 130.0 130.0 100.0 15.0 .00 . 0 1 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED Unit Weight of Water= 62.40 I Piezometric Surface No. 1 Specified by 8 Coordinate Points Point X-Water Y-Water No. (ft) (ft) 1 87.00 107.00 2 130.00 118. 00 I 3 199.00 134.00 4 289.00 156.00 5 383.00 177.00 6 488.00 201. 00 I 7 630.00 235.00 8 739.00 261. 00 Janbus Empirical Coef is being used for the case of C & phi both> 0 A Critical Failure Surface Searching Method, Using A Random I Technique For Generating Sliding Block Surfaces, Has Been I I I I I I I I I I I I I I I I I I I I 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 No. (ft) (ft) 1 87.00 103.50 2 383.00 173.50 3 630.00 231.50 X-Right (ft) 199.00 488.00 739.00 Y-Right (ft) 130.50 197. 50 257.50 Height (ft) 7.00 7.00 7.00 Following Are Displayed The Ten Failure Surfaces Examined. First. Most Critical Of The Trial They Are Ordered -Most Critical **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 .o 2 2.7 2350.8 .0 . 0 . 0 .0 . 0 .0 .0 3 2.0 2841.1 . 0 . 0 .o .0 .0 .0 .0 4 3.2 6632.8 .0 .0 .o .0 . 0 . 0 . 0 5 5.2 13293.9 .0 .0 .0 .0 .0 .0 .0 6 1.5 4391. 2 .0 .0 .0 .o .o .o .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 .o 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 .o .o .o .0 .0 . 0 . 0 17 1. 9 16784.9 .0 .0 .0 . 0 .0 .0 .0 18 1.0 9047.0 .o .0 .o . 0 . 0 . 0 .0 19 .0 234.2 .o .o .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 .o . 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 .o 25 35.0 282437.1 .0 4 633. 2 .0 . 0 . 0 .0 .0 I I h:\12215-00\stedwin\12215st5.0UT Page 4 26 1.0 7495.9 . 0 138.1 .0 . 0 . 0 .0 .0 I 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 .o 30 3.0 27974.9 .o 421.2 .0 .0 .0 .o .0 31 4.0 37387.3 .0 566.1 .0 .0 . 0 .o . 0 I 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 I 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 2 629. 4 . 0 . 0 .0 .0 . 0 I 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 .o . 0 .0 .0 43 30.0 302149.6 .o 5662.3 .0 .0 . 0 .o .0 I 44 4.0 39564.7 .0 776.8 .0 .0 .0 .0 .0 45 7.0 69376.8 .0 1371. 8 .0 .o .0 .0 .0 46 7.0 69512.8 .0 1387.5 .0 .0 .0 .o .0 47 8.0 79572. 9 .0 1605.0 . 0 .0 .o .0 .0 48 8.0 78556.2 .0 1625.6 .0 .0 .0 .o .0 I 49 7.0 67066.0 .0 1439.2 .0 .0 .0 .o . 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 I 53 26. 0 194414.9 .0 5506.2 .0 .0 . 0 .0 .o 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 I 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 .o .0 .o 60 2.0 11568.4 . 0 260.8 .0 . 0 . 0 .0 .0 I 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 .o 63 18.0 129287.4 . 0 1216.8 .0 .0 . 0 .0 .0 64 4.0 29014.7 .0 239.0 .o .0 .o . 0 .0 65 23.5 159855.4 .0 1174.5 .0 .0 . 0 .0 .o I 66 .2 1088.7 .0 14.6 . 0 .0 .0 .0 .0 67 2.2 12494.7 .o . 0 . 0 .0 .0 .o .0 68 4.1 19448.4 .0 .o .0 .0 .0 .0 .0 69 2.0 8305.4 .0 .o .0 . 0 .0 .0 .0 I 70 7.1 25080.9 .o .0 .0 . 0 . 0 . 0 .0 71 5.8 14630.9 . 0 .0 .0 . 0 . 0 .0 .0 72 4.2 6835.9 .0 .o .0 .o .0 .o .0 73 2.2 2512.0 .0 .0 .0 .0 .0 . 0 .0 I 74 .1 92 .4 .o .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 I No. (ft) (ft) 1 59.74 164.87 2 66.27 159.40 3 74.24 153.36 4 82.65 147.96 I 5 89. 92 141. 08 6 96.99 134.01 7 104.53 127.44 8 113 .10 122.29 I 9 122.08 117. 90 10 131. 37 114 .20 11 459.82 190.85 12 713.53 254.26 I 13 715.89 263. 98 I I I h:\12215-00\stedwin\12215st5.0UT Page 5 14 721. 98 271. 91 I 15 729. 05 278.98 16 734.84 287.14 17 741. 23 294.82 18 7 41. 62 302.00 *** 1. 810 *** I Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 38.49 164.56 I 2 40.39 162.67 3 50.35 161. 80 4 59. 64 158 .11 5 68.25 153.02 I 6 75.98 14 6. 67 7 85. 62 144.02 8 93.79 138.26 9 101.45 131. 83 I 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 I 15 664. 71 245.76 16 670 .13 254.16 17 674 .19 2 63. 30 18 681.15 270.48 I 19 686.79 278.73 20 691. 4 7 287.57 21 694. 4 5 297 .12 22 698.15 302.00 I *** 1. 829 *** Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 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 I 6 58.37 146.66 7 68.31 145.59 8 78.15 143.82 9 87.55 140.41 I 10 95.52 134.37 11 102.81 127.52 12 109.88 120. 45 13 117. 50 113. 98 I 14 127.19 111.48 15 431.90 184.28 16 712. 44 253. 91 17 719.19 261. 28 I 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 I *** 1. 875 *** Failure Surface Specified By 21 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 31. 90 164. 4 6 2 37 .11 160.74 3 46.01 156.17 4 53.42 149.45 I 5 63.41 149.09 I I I h:\12215-00\stedwin\12215st5.OUT Page 6 6 71. 49 143.20 I 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 I 12 121. 34 111. 99 13 479.33 194.77 14 697.37 246.16 15 703.57 254.01 I 16 709.63 261. 97 17 713.35 271. 25 18 720.18 278. 56 19 722. 44 288.30 I 20 726.48 297.44 21 728. 24 302.00 *** 1. 881 *** Failure Surface Specified By 21 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 32.94 164.48 2 36.73 161.86 3 43.84 154.83 I 4 53.80 153. 91 5 61.42 147.43 6 69.36 141. 35 7 77.65 135.77 I 8 87.58 134.58 9 97. 03 131.32 10 104. 4 6 124.62 11 111. 54 117.56 I 12 121. 51 116. 78 13 131. 45 115. 76 14 392. 43 174.08 15 728. 51 253.44 I 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 I 21 761.13 302.00 *** 1. 891 *** Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 43.99 164.64 2 49.09 159.62 3 56.47 152.87 I 4 63.55 145.81 5 71. 46 139.69 6 80.32 135.06 7 89.19 130. 43 I 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 I 13 733.56 254.39 14 737 .17 263.71 15 742.63 272. 09 16 749.44 279. 42 I 17 752.78 288.84 18 755.69 298.41 19 759.27 302.00 *** 1.903 *** I Failure Surface Specified By 19 Coordinate Points I ------------ I I h:\12215-00\stedwin\12215st5.OUT Page 7 Point X-Surf Y-Surf I No. (ft) (ft) 1 43.99 164. 64 2 49.09 159. 62 3 56.47 152.87 4 63.55 145.81 I 5 71. 46 139. 69 6 80.32 135.06 7 89.19 130.43 8 99.00 128.51 I 9 106.09 121.46 10 114. 69 116. 36 11 123.52 111. 67 12 432.16 182.49 I 13 733.56 254.39 14 737.17 263.71 15 742.63 272. 09 16 749.44 279.42 I 17 752.78 288.84 18 755.69 298.41 19 759.27 302.00 *** 1.903 *** I Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 23.34 164. 34 2 26.71 161. 37 I 3 34 .17 154. 72 4 44.15 154.00 5 54.15 153.89 6 61.22 146. 82 I 7 68.35 139.80 8 78.24 138.32 9 87.14 133.75 10 96.52 130.30 I 11 104.27 123.97 12 112. 39 118 .14 13 122.04 115. 53 14 131.24 111. 59 I 15 397 .14 178. 81 16 724. 89 252.62 17 729. 26 261. 62 18 735.54 269.39 19 740.29 278.19 I 20 746.90 285.70 21 753.22 293.45 22 754.64 302.00 *** 1. 915 *** I Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 30.41 164.44 I 2 32.03 162.88 3 39.60 156.35 4 47.56 150.30 5 56. 80 146.48 I 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 I 11 109.23 120.68 12 119. 08 119.01 13 126.89 112. 75 14 399.02 174.78 I 15 693.83 246.90 I I I I I I I I I I I I I I I I I I I I 16 17 18 19 20 21 22 *** 700.31 704.01 707.68 711. 80 718.57 724.79 728.72 1. 933 h:\12215-00\stedwin\12215st5.OUT Page 8 254.52 263.81 273 .11 282.23 289.58 297. 42 302.00 *** I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215bq5.0UT Page 1 ** PCSTABL5M ** by Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 7 /9/03 Time of Run: 2:23PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215bq5. Output Filename: H:12215bq5.0UT Unit: ENGLISH Plotted Output Filename: H:12215bq5.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion B-B' Qls (w/o Graben) BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. 30 Top 79 Total 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 Boundaries Boundaries X-Left (ft) 6.00 24.00 30.00 45.00 96.00 141.00 174. 00 258.00 300.00 339.00 348.00 349.00 390.00 435.00 444.00 498.00 519.00 543.00 570.00 585.00 612.00 635.00 666.00 696.00 723. 00 756.00 803.00 854.00 945.00 957.00 6.00 21.00 51. 00 69.00 75.00 117.00 180.00 204.00 207.00 258.00 312.00 345.00 390.00 Y-Left (ft) 120.00 120.00 136.00 143. 00 144. 00 151. 00 160.00 160.00 163.00 166.00 166.00 170.00 190.00 212.00 212.00 229.00 241. 00 250.00 260.00 264.00 271.00 274.00 268.00 273.00 273.00 277.00 279.00 302.00 302.00 301.00 120.00 100.00 100.00 103.00 109.00 121.00 133. 00 137.00 138.00 147.00 160.00 163.00 163.00 X-Right (ft) 24.00 30.00 45.00 96.00 141. 00 174. 00 258.00 300.00 339.00 348.00 349.00 390.00 435.00 444.00 4 98. 00 519.00 543.00 570.00 585.00 612.00 635.00 666.00 696.00 723.00 756.00 803.00 854.00 945.00 957.00 990.00 21.00 51.00 69.00 75.00 117. 00 180.00 204. 00 207.00 258.00 312.00 345.00 390. 00 432.00 Y-Right (ft) 120.00 136.00 143. 00 144.00 151. 00 160.00 160.00 163.00 166.00 166.00 170. 00 190.00 212.00 212.00 229.00 241. 00 250.00 260.00 264.00 271. 00 274 .oo 268.00 273.00 273.00 277.00 279.00 302.00 302.00 301. 00 301. 00 100.00 100.00 103.00 109.00 121.00 133.00 137.00 138.00 147.00 160.00 163.00 163.00 197.00 Soil Type Below Bnd 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 1 1 1 1 1 3 3 3 3 1 1 1 1 1 1 1 1 1 5 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I 2 3 4 5 6 543.00 552.00 558.00 564.00 570.00 229.50 232.50 235.50 241.50 260.00 543.00 552.00 558.00 564. 00 570.00 H:\12215-00\stedwin\12215bq5.0UT Page 3 229.50 232.50 235.50 241.50 260.00 1.00 1.00 1.00 1.00 .00 Following Are Displayed The Ten Most Critical Of The Trial Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 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 *** 1.575 *** Individual data on the 14 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 3.0 612.6 .o .0 .0 . 0 4.9 3043.9 .0 . 0 .0 . 0 4.7 5066.7 .0 .0 . 0 . 0 4.4 6717. 4 .0 .0 . 0 . 0 . 6 930.2 .0 .0 .0 .0 1.5 264 6. 4 . 0 . 0 . 0 .0 9.0 13930.5 . 0 . 0 . 0 .0 54.0 78389.9 .o . 0 .0 .0 21. 0 40283.9 .0 .0 .o . 0 24.0 58157.9 .0 . 0 . 0 . 0 9.0 23160.2 .0 .0 .o . 0 6.0 15326.6 . 0 .0 .0 . 0 6.0 13709.5 .0 .0 .0 .0 6.0 6157.8 .o .o . 0 .0 Failure Surface Specified By 10 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 X-Surf Y-Surf (ft) (ft) 416.33 202.87 419.44 424.35 429.24 434.17 543.00 552.00 558.00 564. 00 570.00 200. 91 199.99 198.95 198.06 229.13 232.48 235.11 241.36 260.00 *** 1.576 *** Failure 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 Coordinate Points .0 .0 . 0 .0 . 0 . 0 .0 .o .0 .0 .0 .0 . 0 . 0 Ver Load (lbs) (lbs) . 0 .0 . 0 .0 . 0 .0 . 0 .0 .o .0 .0 . 0 . 0 . 0 .0 . 0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 . 0 .0 . 0 I I H:\12215-00\stedwin\12215bq5.OUT Page 4 8 558.00 235.81 9 564.00 241.37 I 10 570.00 260.00 *** 1. 588 *** Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 431.63 210.35 2 431.86 210.23 3 436.81 209.54 I 4 4 41. 52 207.86 5 445.20 204.47 6 449.92 202.81 7 543.00 229.50 I 8 552.00 232.86 9 558.00 235.49 10 564.00 241. 74 11 570.00 260.00 *** 1. 589 *** I Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 434.22 211. 62 I 2 436.40 209.89 3 441. 05 208.06 4 444.59 204.53 5 449.27 202.76 I 6 543.00 229.15 7 552.00 232.47 8 558.00 236.00 9 564.00 241. 58 I 10 570.00 260.00 *** 1.596 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 417.95 203. 67 2 419.19 203.13 3 423.98 201. 69 4 428.12 198.88 I 5 432.89 197.40 6 543. 00 229.03 7 552.00 232.45 8 558.00 235.73 I 9 564.00 241. 98 10 570.00 260.00 *** 1.596 *** Failure Surface Specified By 10 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 416.94 203 .17 2 419.29 201.08 3 424.19 200.06 I 4 428.93 198.49 5 433.84 197.53 6 543.00 229.95 7 552.00 232.29 I 8 558.00 235.37 9 564.00 241.29 10 570.00 260.00 *** 1.597 *** I Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 428.64 208.89 I 2 428.94 208.58 I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215bq3.0UT 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: 2:16PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215bq3. Output Filename: H:12215bq3.0UT Unit: ENGLISH Plotted Output Filename: H:12215bq3.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion B-B' Qls (w/ Graben) BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. 30 Top 79 Total 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 Boundaries Boundaries X-Left (ft) 6.00 24.00 30.00 45.00 96.00 141. 00 174.00 258.00 300.00 339.00 348.00 349.00 390.00 435.00 444.00 498.00 519.00 543.00 570.00 585.00 612.00 635.00 666.00 696.00 723. 00 756.00 803.00 854.00 945.00 957.00 6.00 21. 00 51. 00 69.00 75.00 117.00 180.00 204.00 207.00 258.00 312.00 345.00 390.00 Y-Left (ft) 120.00 120.00 136.00 143.00 144.00 151. 00 160.00 160.00 163.00 166.00 166.00 170. 00 190.00 212.00 212.00 229.00 241.00 250.00 260.00 264.00 271. 00 274.00 268. 00 273.00 273.00 277.00 279.00 302.00 302.00 301.00 120.00 100.00 100.00 103.00 109.00 121. 00 133.00 137.00 138.00 147.00 160.00 163.00 163.00 X-Right (ft) 24.00 30.00 45.00 96.00 141.00 174.00 258.00 300.00 339.00 348.00 349.00 390.00 435.00 444.00 498.00 519.00 543.00 570.00 585.00 612.00 635.00 666.00 696.00 723. 00 756.00 803.00 854.00 945.00 957.00 990.00 21. 00 51.00 69.00 75.00 117. 00 180.00 204.00 207.00 258.00 312.00 345.00 390.00 432.00 Y-Right (ft) 120.00 136.00 143.00 144.00 151.00 160.00 160.00 163.00 166.00 166.00 170.00 190.00 212.00 212.00 229.00 241. 00 250.00 260.00 264.00 271. 00 274. 00 268.00 273.00 273.00 277.00 279.00 302.00 302.00 301.00 301.00 100.00 100.00 103.00 109.00 121. 00 133. 00 137. 00 138.00 147.00 160.00 163.00 163.00 197. 00 Soil Type Below Bnd 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 1 1 1 1 1 3 3 3 3 1 1 1 1 1 1 1 1 1 5 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215bq3.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 79 432.00 432.00 543.00 552.00 558.00 564.00 576.00 582.00 723.00 753.00 768.00 783.00 801. 00 822.00 870.00 944.99 207.00 204.00 171. 00 243.00 246.00 339.00 411.00 504.00 624.00 735.00 171. 00 250.00 253.00 339.00 411. 00 504.00 624. 00 735.00 253.00 250.00 197.00 197.00 229.00 232.00 235.00 241.00 250.00 256.00 273.00 268.00 259.00 259.00 269.00 269.00 299.00 299.00 138.00 137. 00 88.00 110. 00 111. 00 139.00 157.00 175.00 202.00 229.00 82.00 105.00 106.00 133.00 151.00 169.00 196.00 223.00 106.00 105.00 ISOTROPIC SOIL PARAMETERS 5 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 4 125.0 125.0 5 130.0 130.0 Cohesion Intercept (psf) 500.0 50.0 200.0 . 0 100.0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic 444.00 543.00 552.00 558.00 564.00 576.00 582.00 585.00 753.00 768.00 783.00 801.00 822.00 870.00 944.99 945.00 246.00 243.00 243.00 246.00 339.00 411.00 504.00 624.00 735.00 855.00 250.00 253.00 339.00 411.00 504.00 624.00 735.00 855.00 285.00 282.00 Friction Angle (deg) 38.0 16.5 33.0 .0 15.0 Number Of Direction Ranges Specified 2 Direction Counterclockwise Cohesion Range Direction Limit Intercept No. (deg) (psf) 1 .0 250.0 2 90.0 .0 212.00 229.00 232.00 235.00 241. 00 250.00 256.00 264.00 268.00 259.00 259.00 269.00 269.00 299.00 299.00 302.00 111. 00 110.00 110. 00 111. 00 139.00 157.00 175.00 202.00 229.00 265.00 105.00 106.00 133.00 151. OD 169.00 196.00 223.00 259.00 86.00 85.00 Pore Pressure Pressure Constant Param. .00 .00 .00 .00 .DO (psf) . 0 . 0 Friction Angle (deg) 25.0 25.0 • 0 • 0 • 0 4 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 2 2 2 2 2 2 2 2 1 5 1 1 1 1 1 1 5 1 Piez. Surface No. 0 0 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. 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 No. (ft) (ft) 1 432.00 197.50 X-Right (ft) 450.00 Y-Right (ft) 202. 50 Height (ft) 1.00 I I H:\12215-00\stedwin\12215bq3.OUT Page 4 3 421. 32 200.68 4 426.31 200.33 I 5 431.25 199.58 6 436. 06 198.19 7 543.00 229.10 8 552.00 232.92 I 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 I *** 1.510 *** Failure Surface Specified By 12 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 417.20 203.30 2 418.39 202.86 3 423 .14 201. 30 4 428.02 200.24 I 5 432.52 198.05 6 543.00 229.57 7 552.00 232.88 8 558.00 235.55 I 9 564.00 241. 03 10 576.00 250.56 11 582.00 256 .11 12 585.00 264.00 *** 1.513 *** I Failure Surface Specified By 12 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 432.40 210.73 I 2 436.31 210.61 3 440.48 207.85 4 444.54 204.93 5 449.03 202. 72 I 6 543.00 229.67 7 552.00 232.76 8 558.00 235.59 9 564. 00 241.25 I 10 576.00 250.61 11 582.00 256.24 12 585.00 264. 00 *** 1. 514 *** Failure Surface Specified By 12 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 416.31 202.86 2 417. 92 201.42 I 3 422.89 200. 87 4 427.55 199.06 5 432.31 197.54 6 543.00 229. 64 I 7 552.00 232.04 8 558.00 235.50 9 564.00 241. 62 10 576. 00 250.73 I 11 582.00 256.93 12 585.00 264.00 *** 1. 518 *** Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 428.73 208.93 2 430.12 208.33 3 434.94 206.98 I I I I I I I I I I I I I I I I I I I I I 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 *** Failure Point Surface Specified By 12 No. 1 2 3 4 5 6 7 8 9 10 11 12 *** X-Surf Y-Surf (ft) (ft) 418.21 203.79 422.25 201.98 427.24 201.61 431.78 199.51 436.66 198.42 543.00 229.17 552.00 232.94 558.00 235.91 564.00 241.30 576.00 250.08 582.00 256.96 585.00 264.00 1.521 *** Failure Point Surface Specified By 13 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 *** X-Surf Y-Surf (ft) (ft) 428.16 208.65 428.77 208.05 433.64 206.90 438.57 206.06 442.82 203.43 447.49 201.65 543.00 229.42 552.00 232.39 558.00 235.96 564.00 241.60 576.00 250.54 582.00 256.74 585.00 264.00 1.522 *** Failure Point Surface Specified By 13 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 *** X-Surf Y-Surf (ft) (ft) 421.71 205.50 423.36 204.10 428.31 203.36 433.23 202.45 438.20 201.94 443.10 200.94 543.00 229.61 552.00 232.12 558.00 235.11 564.00 241.05 576.00 250.16 582.00 256.41 585.00 264.00 1.522 *** H:\12215-00\stedwin\12215bq3.OUT Page 5 Coordinate Points Coordinate Points Coordinate Points I I h:\12215-00\stedwin\12215bbl.OUT Page 1 ** PCSTABLSM ** by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I 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 I Unit: ENGLISH Plotted Output Filename: H:12215bbl.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion B-B' BPS (w/ Fault @ Toe) I BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. I 30 Top Boundaries 78 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd I 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 I 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 I 10 339.00 166.00 348.00 166.00 3 11 348.00 166.00 349.00 170.00 3 12 34 9. 00 170.00 390.00 190.00 3 13 390.00 190.00 435.00 212.00 3 I 14 435.00 212.00 444.00 212.00 3 15 444.00 212.00 498.00 229.00 4 16 4 98. 00 229.00 519.00 241. 00 4 17 519.00 241. 00 543.00 250.00 4 I 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 I 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 I 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 I 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 I 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 14 7. 00 1 I 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 I I I I I I I I I I I I I I I I I I I I I h:\12215-00\stedwin\12215bbl.OUT 44 432.00 197.00 45 543.00 229.00 46 552.00 232.00 47 558.00 235.00 48 564.00 241.00 49 576.00 250.00 50 582.00 256.00 51 723.00 273.00 52 753.00 268.00 53 768.00 259.00 54 783.00 259.00 55 801.00 269.00 56 822.00 269.00 57 870.00 299.00 58 944.99 299.00 59 207.00 138.00 60 204.00 137.00 61 171.00 BB.DO 62 243.00 110.00 63 246.00 111.00 64 339.00 139.00 65 411.00 157.00 66 504.00 175.00 67 624.00 202.00 68 735.00 229.00 69 171.00 82.00 70 250.00 105.00 71 253.00 106.00 72 339.00 133.00 73 411.00 151.00 74 504.00 169.00 75 624.00 196.00 76 735.00 223.00 77 253.00 106.00 78 250.00 105.00 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept 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 4 125.0 125.0 250.0 5 130.0 130.0 100.0 543.00 552.00 558.00 564. 00 576.00 582.00 585.00 753.00 768.00 783.00 801.00 822.00 870.00 944.99 945.00 246.00 243.00 243. 00 246.00 339.00 411. 00 504.00 624.00 735.00 855.00 250.00 253.00 339.00 411.00 504.00 624.00 735.00 855.00 285.00 282.00 Friction Angle (deg) 38.0 16.5 33.0 25.0 15.0 229.00 232.00 235.00 241. 00 250.00 256.00 264. 00 268.00 259.00 259.00 269.00 269.00 299.00 299.00 302.00 111. 00 110. 00 110. 00 111. 00 139.00 157.00 175. 00 202.00 229.00 265. 00 105.00 106.00 133.00 151. 00 169.00 196.00 223.00 259.00 86.00 85.00 Pore Pressure Pressure Constant Param. . 00 .00 .00 .00 .oo (psf) .0 . 0 .o .0 .0 l PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED Unit Weight of Water= 62.40 Piezornetric Surface No. 1 Specified by 9 Coordinate Points Point X-Water Y-Water No. (ft) (ft) 1 171.00 BB.OD 2 243.00 110.00 3 246.00 111.00 4 339.00 139.00 5 411. 00 157. 00 6 504.00 175.00 7 624.00 202.00 8 735.00 229.00 9 855.00 265.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 2 2 2 2 2 2 2 2 1 5 1 1 1 1 1 1 5 1 Piez. Surface No • 1 1 1 1 1 Janbus Empirical Coef is being used for the case of c & phi both> O A Critical Failure Surface Searching Method, Using A Random Technique 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 Page 2 I I I I I I I I I I I I I I I I I I I 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 Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 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 Earthquake * * Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1. 6 202.8 .0 .o . 0 . 0 .0 .0 .0 3.9 1834.3 . 0 .0 .0 .0 .0 .0 .o 8.5 8839.8 . 0 .0 . 0 . 0 .0 .0 .0 8.7 14876.6 .0 .0 .0 .0 . 0 .0 . 0 7.3 17894.2 .0 .0 .0 .0 .0 .0 .0 1.0 2827.4 .0 .0 .0 .0 .0 .0 .0 . 7 2050.4 .o .0 .0 .0 .0 .0 .0 3.0 9666. 6 .0 . 0 .0 .0 .0 .0 .0 3.3 11842. 3 .o . 0 . 0 .o . 0 .0 .0 4.0 15349.8 . 0 . 0 . 0 . 0 . 0 .0 .0 5.2 21244.1 .0 .0 . 0 . 0 . 0 .0 .0 7.9 36901. 7 . 0 .0 . 0 .0 . 0 .o . 0 4.2 22677. 9 .0 .0 .o . 0 . 0 . 0 .o 3.4 19731.6 . 0 .0 .0 . 0 . 0 . 0 .o .9 5173.4 .0 .0 .0 . 0 . 0 . 0 .0 5.3 31938.6 .0 .0 .o .0 .o . 0 .0 3.8 23148.7 .0 . 0 .0 .0 .0 .0 .0 2.5 15932.4 .0 .0 .0 .0 .0 .0 .0 4.7 31540.8 .0 1147.4 .0 .0 .o .0 .o 5.8 40390.1 .0 2133.1 .0 .0 . 0 .o .0 42.0 253441. 7 . 0 12384.6 .0 .0 . 0 .0 .o 12.0 60715. 9 .0 2575.4 . 0 .0 . 0 .0 .0 I I h:\12215-00\stedwin\12215bbl.OUT Page 4 23 27.0 117624.1 . 0 4229.8 .0 .0 . 0 .0 .o 24 6.0 22730.4 . 0 743.2 .0 .0 . 0 . 0 .0 I 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 I 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 .o .0 . 0 . 0 .0 I 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 .o .0 . 0 . 0 . 0 I 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 .o .0 41 6.0 60771.1 .0 2018.2 .0 . 0 . 0 .0 .o I 42 3.0 30648.4 .0 1015.3 .0 .o . 0 .o .o 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 .o 3843.4 .0 .0 .o . 0 .0 I 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 .o .0 .0 . 0 .0 I 51 3.0 17910. 5 .o 505.5 .0 .0 .0 .0 .0 52 12.0 68703.6 . 0 2162.5 .0 .o . 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 I 55 2.0 8979.2 .o 485.5 .o . 0 . 0 .0 . 0 56 19.0 88563.2 .o 4923. 8 .0 . 0 .o .0 . 0 57 21. 0 107619.0 .0 6101.8 . 0 .0 . 0 . 0 .o 58 · 6.4 32741. 6 . 0 1386.8 . 0 . 0 . 0 . 0 .0 I 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 .o 62 6.0 20422.2 .0 . 0 .0 .0 .0 .0 .0 I 63 6.8 16298.8 .o .o .0 .0 .o .0 .0 64 2.1 3732.0 .0 .0 .0 .0 . 0 .0 .o 65 4.8 6229.7 .0 .0 .0 .0 .0 .0 .o 66 .3 201. 8 .0 .0 .0 .0 . 0 .0 . 0 67 .2 42.2 .0 .0 .0 . 0 . 0 .0 . 0 I Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 172. 36 159.55 I 2 177.88 154.63 3 186.36 149. 34 4 195 .11 144.48 5 202.37 137.61 I 6 210.34 131.58 7 219.52 127.59 8 227. 39 121.43 9 235.05 115.00 I 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 I 15 624. 00 196.27 16 843.01 256.46 17 849.82 263.78 18 855.16 272 .23 I I I I I I I I I I I I I I I I I I I I I 19 20 21 22 861.12 867.90 874.82 875.34 *** 1.837 *** 280.26 287. 62 294. 83 302.00 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 *** h:\12215-00\stedwin\12215bbl.OUT Coordinate Points Failure Surface Specified By 22 Coordinate Points 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) 172. 36 177. 88 186.36 195 .11 202.37 210.34 219.52 227.39 235.05 244.99 252.17 339.00 411. 00 504.00 624.00 843.01 849.82 855.16 861.12 8 67. 90 874.82 875.34 1. 837 Y-Surf (ft) 159.55 .154.63 149. 34 144.48 137.61 131. 58 127.59 121. 43 115. 00 113. 90 106.94 137.16 151.14 170.15 196.27 256. 46 263.78 272.23 280.26 287.62 294.83 302.00 *** 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 Page 5 I I h:\12215-00\stedwin\12215bbl.OUT Page 6 7 219.52 127.59 8 227.39 121.43 I 9 235.05 115. 00 10 244.99 113. 90 11 252 .17 106.94 12 339.00 137.16 I 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 I 18 855.16 272. 23 19 8 61. 12 280.26 20 8 67. 90 287. 62 21 874.82 294.83 I 22 875.34 302.00 *** 1. 837 *** Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 172. 36 159.55 2 177.88 154.63 3 186.36 149.34 I 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 I 9 235.05 115. 00 10 244.99 113. 90 11 252 .17 106.94 12 339.00 137 .16 I 13 411. 00 151.14 14 504.00 170 .15 15 624. 00 196.27 16 843.01 256.46 I 17 849.82 263.78 18 855.16 272. 23 19 861.12 280.26 20 8 67. 90 287.62 I 21 874.82 294.83 22 875.34 302.00 *** 1. 837 *** Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 172. 36 159.55 2 177.88 154.63 3 186.36 149.34 I 4 195 .11 144.48 5 202.37 137.61 6 210.34 131.58 7 219.52 127.59 I 8 227.39 121. 43 9 235.05 115. 00 10 244.99 113. 90 11 252.17 106.94 I 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 I 17 849.82 263. 78 18 855.16 272. 23 19 861.12 280.26 20 8 67. 90 287.62 I I I I h:\12215-00\stedwin\12215bbl.OUT Page 7 21 874.82 294.83 22 875.34 302.00 I *** 1. 837 *** Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. {ft) {ft) I 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 I 6 215. 71 134.00 7 223.42 127. 63 8 231.09 121.21 9 238.73 114.76 I 10 246.28 108.20 11 339.00 133.26 12 411. 00 151. 61 13 504.00 172. 09 I 14 624.00 200.52 15 829.80 251.64 16 836.55 259.02 17 838.30 268.86 I 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 I *** 1. 855 *** Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf No. {ft) (ft) I 1 168.47 158.49 2 171. 95 158.10 3 179. 54 151. 59 4 187.37 145.38 I 5 194.73 138.60 6 203.84 134.48 7 213.15 130.82 8 222.44 127 .11 I 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 I 14 504.00 173.33 15 624.00 199.80 16 819.98 250.99 17 826.86 258.25 I 18 833.80 265.45 19 836.32 275.13 20 840.61 284.16 21 841.54 294.12 I 22 842.35 296.75 *** 1. 918 *** Failure Surface Specified By 22 Coordinate Points Point X-Surf Y-Surf I No. {ft) {ft) 1 168.47 158.49 2 171. 95 158.10 3 179.54 151. 59 4 187.37 145.38 I 5 194.73 138.60 6 203. 84 134.48 7 213 .15 130.82 8 222. 44 127 .11 I I I I I I I I I I I I I I I I I I I I I 9 10 11 12 13 14 15 16 17 18 19 20 21 22 *** h:\12215-00\stedwin\12215bbl.OUT Page 8 230.05 120.64 237.27 113.71 244.84 107.18 339.00 138.32 411. 00 153.02 504.00 173.33 624.00 199.80 819.98 250.99 826.86 258.25 833.80 265.45 836.32 275.13 840.61 284.16 841.54 294.12 842.35 296.75 1. 918 *** I I H:\12215-00\stedwin\12215cq4.0UT Page 1 ** PCSTABLSM ** by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I Run Date: 7/9/03 Time of Run: 2: 27PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215cq4. I Output Filename: H:12215cq4.0UT Unit: ENGLISH Plotted Output Filename: H:12215cq4.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion C-C' Qls Lower I BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. I 28 Top Boundaries 70 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 2 64. 00 126.00 276.00 136.00 1 I 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 I 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 I 555.00 202.00 594.00 214.00 1 I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215cq4.OUT 44 594.00 214.00 45 645.00 229.00 46 681.00 238.00 47 732.00 247.00 48 807.00 265.00 49 864.00 280.00 50 909.00 295.00 51 249.00 79.00 52 330.00 106.00 53 417.00 130.00 54 480.00 145.00 55 558.00 163.00 56 654.00 181.00 57 726.00 196.00 58 828.00 220.00 59 903.00 238.00 60 978.00 247.00 61 249.00 73.00 62 330.00 100.00 63 417.00 124.00 64 480.00 142.00 65 558.00 160.00 66 654.00 178.00 67 726.00 190.00 68 828.00 214.00 69 903.00 232.00 70 978.00 244.00 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil 645.00 681. 00 732.00 807.00 864.00 909.00 930.00 330.00 417. 00 480.00 558.00 654.00 726. 00 828.00 903.00 978.00 1047.00 330.00 417. 00 480.00 558.00 654.00 726. 00 828.00 903.00 978. 00 1047.00 229.00 238.00 247.00 265. 00 280.00 295.00 306.00 106.00 130.00 145.00 163.00 181. 00 196.00 220.00 238.00 247.00 262.00 100.00 124.00 142.00 160.00 178. 00 190.00 214. 00 232.00 244.00 259.00 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 Piez. Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept Friction Angle (deg) 38.0 16.5 33.0 Pore Pressure 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 . 0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic Number Of Direction Ranges Specified 3 Direction Counterclockwise Cohesion Range Direction Limit Intercept No. (deg) (psf) 1 .0 250.0 2 30.0 .0 3 90.0 250.0 Param. .oo .00 .00 .00 (psf) . 0 Friction Angle (deg) 25.0 25.0 25.0 . 0 . 0 .0 No. 0 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. 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 No. (ft) 1 276.00 2 306.00 3 345.00 4 390.00 5 435.00 6 477.00 7 519.00 8 555.00 Y-Left (ft) 136.50 139.50 145.50 154.50 166.50 178.50 190.50 202.50 X-Right (ft) 294. 00 306.00 345.00 390.00 435.00 477.00 519.00 594.00 Y-Right (ft) 138.00 139.50 145.50 154.50 166.50 178. 50 190.50 214.50 Height (ft) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Following Are Displayed The Ten Most Critical Of The Trial Failure Surfaces Examined. They Are Ordered -Most Critical Page 2 I I I I I I I I I I I I I I I I I I I Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 H:\12215-00\stedwin\12215cq4.OUT Page 3 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) 1 277.85 144.18 2 279.47 143.79 3 283.60 14 0. 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 Earthquake Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1. 6 83.9 .o .0 .o .0 . 0 . 0 .0 2.2 521. 7 .o .0 . 0 .0 .0 . 0 .0 1. 9 946.5 . 0 .0 . 0 .0 .0 .0 .0 1. 4 985.7 .o . 0 .o . 0 .0 .0 . 0 2.5 2356.8 . 0 .0 . 0 . 0 .0 . 0 . 0 18.5 24523.6 .o .0 .o .0 . 0 .0 .0 30.0 53777.8 .o . 0 . 0 . 0 . 0 . 0 . 0 9.0 19117.8 . 0 . 0 .o .0 . 0 .o . 0 30.0 71661. 4 . 0 .0 .o .0 . 0 . 0 .0 15.0 39160.3 . 0 .0 . 0 . 0 .o .0 . 0 30.0 79610. 5 . 0 .0 . 0 .0 . 0 .0 .0 15.0 39450.5 .o .0 .o .0 .o . 0 .o 42.0 106289. 8 . 0 . 0 .o .0 . 0 .0 .o 3.0 7336.6 .o .0 . 0 .0 .o . 0 .0 39.0 97853.9 .o .0 . 0 .o .o . 0 .0 21.0 52625.2 .o .0 .o .0 .o .0 .0 16.0 35559.9 .o .o . 0 . 0 .0 .0 . 0 3.5 6330.2 .o .0 .o .0 . 0 .0 .0 1.5 2356.5 .o . 0 .o .0 . 0 .o . 0 1. 9 2461.7 .0 . 0 . 0 .0 . 0 . 0 .0 1. 3 1191. 4 .o .0 .o .o . 0 . 0 .0 3.5 1285.7 .o . 0 .o . 0 .o . 0 .o 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 I I I I I I I I I I I I I I I I I I I 14 15 16 *** 562.61 564.54 567. 4 6 1. 943 *** 212.33 216.95 220.00 H:\12215-00\stedwin\12215cq4.OUT Failure Surface Specified By 16 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 X-Surf (ft) 269.55 270.64 274.26 279. 05 306.00 345.00 390.00 435.00 477.00 519.00 555.30 558.73 562.24 564. 66 568.19 570.36 Y-Surf (ft) 142.06 141. 38 137.94 136.49 139.03 145.46 154.25 166. 8 6 178.52 190.19 202.68 206.32 209.88 214.25 217.80 220.00 *** 1. 944 *** Failure Surface Specified By 16 Point x-surf Y-Surf No. (ft) (ft) 1 271.67 142.60 2 272.95 142.22 3 277.74 140.80 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 *** Failure 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 *** 1.949 *** Failure Surface Specified By 16 Point X-Surf Y-Surf Coordinate Points Coordinate Points Coordinate Points Page 4 I I H:\12215-00\stedwin\12215cq4.0UT Page 5 No. (ft) (ft) 1 277. 55 144 .10 I 2 278.50 143.31 3 282.77 140. 73 4 28 6. 4 8 137. 37 5 306.00 139.80 I 6 345.00 145.60 7 390.00 154.99 8 435.00 166.81 9 477.00 178. 66 I 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 I 15 567 .13 219.90 16 567. 23 220.00 *** 1. 949 *** Failure Surface Specified By 15 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 274.54 143. 33 2 278.04 140.29 I 3 281. 69 136.87 4 306.00 139.85 5 345.00 145.15 6 390.00 154.12 I 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 I 12 565.16 211.17 13 568.01 215. 28 14 570.83 219. 41 15 571. 33 220.00 I *** 1. 949 *** Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 276.22 143.76 2 280.03 142.94 3 283.62 139.46 4 288.35 137.83 I 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 I 10 519.00 190.46 11 563.20 205.03 12 566.60 208.68 13 569.51 212.75 I 14 572.76 216.55 15 575.77 220.00 *** 1. 951 *** Failure Surface Specified By 16 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 278.14 144.25 2 281.06 143.00 I 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 I I I I I I I I I I I I I I I I I I I I I 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 *** Failure Surface Specified By 15 Coordinate Points 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 *** I I H:\12215-00\stedwin\12215cq5.0UT Page 1 * * PCSTABLSM * * by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I Run Date: 7/9/03 Time of Run: 2:28PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H: 12215cq5. I Output Filename: H: 12215cq5. OUT Unit: ENGLISH Plotted Output Filename: H:12215cq5.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion C-C' Qls Upper I BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. I 28 Top Boundaries 70 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 43 555.00 202.00 594.00 214.00 1 I I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215cq5.0UT 44 594.00 45 645.00 46 681. 00 47 732.00 48 807.00 49 864.00 50 909.00 51 249.00 52 330.00 53 417.00 54 480.00 55 558.00 56 654.00 57 726.00 58 828.00 59 903.00 60 978.00 61 249.00 62 330.00 63 417.00 64 480.00 65 558.00 66 654.00 67 726.00 68 828.00 69 903.00 70 978.00 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil 214. 00 229.00 238.00 247.00 265.00 280.00 295.00 79.00 106.00 130.00 145.00 163.00 181.00 196. 00 220.00 238.00 247.00 73.00 100.00 124.00 142. 00 160.00 178.00 190.00 214. 00 232.00 244.00 64 5. 00 681.00 732.00 807.00 864.00 909.00 930.00 330.00 417.00 480.00 558.00 654.00 726. 00 828.00 903.00 978.00 1047.00 330.00 417. 00 480.00 558.00 654.00 726.00 828.00 903.00 978.00 1047.00 229.00 238.00 247.00 265.00 280.00 295.00 306.00 106.00 130.00 145.00 163.00 181. 00 196. 00 220.00 238.00 247.00 262. 00 100.00 124.00 142.00 160.00 178.00 190.00 214.00 232.00 244.00 259.00 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 Piez. Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept Friction Angle (deg) 38.0 16.5 33.0 Pore Pressure 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 • 0 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic Number Of Direction Ranges Specified 3 Direction Counterclockwise Cohesion Range Direction Limit Intercept No. (deg) (psf) 1 . 0 250. 0 2 30.0 .o 3 90.0 250.0 Pararn. .00 .00 .00 .00 (psf) . 0 • 0 Friction Angle (deg) 25.0 25.0 25.0 . 0 . 0 No. 0 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. 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 X-Left Y-Left No. (ft) (ft) 1 585.00 211.50 2 645.00 229.50 3 681. 00 238. 50 4 732.00 247.50 5 807.00 265.50 6 864.00 280.50 Following Are Displayed The Ten Failure Surfaces Examined. First. X-Right (ft) 606.00 645.00 681. 00 732.00 807.00 909.00 Y-Right (ft) 217. 50 229.50 238.50 247.50 265.50 295.50 Height (ft) 1.00 1.00 1.00 1.00 1.00 1.00 Most Critical Of The Trial They Are Ordered -Most Critical **Safety Factors Are Calculated By The Modified Janbu Method * * Page 2 I I I I I I I I I I I I I I I I I I I Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 H:\12215-00\stedwin\12215cq5.OUT 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 8 07. 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 Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 2.4 370.4 .0 .0 .0 . 0 .0 .0 .o . 3 87.6 .o .0 .o .0 . 0 .0 .o 3.4 2310.8 .0 .0 .0 .0 .0 .0 .o 14.6 19592.4 . 0 .0 . 0 . 0 .0 . 0 .o 27.0 52091. 4 .o .o .0 .o . 0 .o .o 9.0 19776.5 .0 .0 .0 .0 .0 .0 .o 18.0 41189.3 .o .0 .0 .0 .0 .0 .o 18.0 43736.4 . 0 .0 .0 . 0 . 0 . 0 . 0 9.0 23316.4 .o .0 .o . 0 . 0 .o .o 36.0 102744.1 .0 . 0 . 0 .0 .o .0 .o 6.0 18335.9 .0 .0 .0 . 0 .0 . 0 .o 30.0 93288.5 .0 .0 .0 .0 .0 .o .o 39.0 110699.8 .0 . 0 .0 .0 . 0 .o .o 6.0 14847.4 .0 . 0 . 0 .0 .0 .0 .o 21. 0 43893.8 . 0 .0 .0 .0 .0 . 0 .o 12.0 19740.4 .0 .o .0 . 0 .0 .0 .o 15.0 22791. 9 .0 . 0 . 0 .0 . 0 .0 .o 30.0 34617.3 .0 .o . 0 .0 .0 .0 .0 23.2 16458.3 . 0 .0 .0 . 0 . 0 .o .o 1.8 669.3 .0 .0 .0 .o . 0 .0 .o 1.1 57.3 .0 .0 . 0 .0 .0 .0 . 0 Failure Point Surface Specified By 10 Coordinate Points No. 1 2 3 4 5 6 7 8 9 10 *** X-Surf Y-Surf (ft) (ft) 589.13 220.00 591.89 217.30 596.34 215.02 645.00 229.08 681.00 238.10 732.00 247.32 807.00 265.96 888.63 289.20 891.53 293.27 892.43 296.82 1.991 *** Failure Point Surface Specified By 10 Coordinate Points No. 1 2 3 4 5 6 7 8 9 X-Surf Y-Surf (ft) (ft) 585.33 220.00 588.69 217.59 592.24 214.06 645.00 229.22 681.00 238.68 732.00 247.84 807.00 265.92 899.53 292.73 902.03 297.06 Page 3 I I H:\12215-00\stedwin\12215cq5.OUT Page 4 10 904.75 299.83 *** 1. 991 *** I Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 58 6. 4 2 220.00 I 2 589.44 217.20 3 593 .11 213.80 4 64 5. 00 229.14 5 681. 00 238.81 6 732.00 247.21 I 7 807.00 265.81 8 893.84 290.77 9 897.28 294.39 10 898.82 298.38 I *** 1. 996 *** Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 583.50 220.00 2 584.81 219.00 3 589.09 216. 42 4 593.62 214.30 I 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 I 10 906.25 298.51 11 906.33 300.21 *** 1.998 *** Failure Surface Specified By 12 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 582. 97 220.00 2 583.41 219. 71 I 3 588.38 219.19 4 593.16 217. 71 5 597. 36 215.01 6 645.00 229.04 I 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 I 12 913.16 301. 88 *** 2.001 *** Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 582.86 220.00 2 583.02 219.84 3 588.00 219.41 I 4 592. 65 217. 56 5 596.95 215.02 6 645.00 229.25 7 681. 00 238.01 I 8 732.00 247.34 9 807.00 265.47 10 900. 4 9 292.52 11 904. 03 296.06 I 12 906.74 300.26 13 906.77 300.32 *** 2.002 *** Failure Surface Specified By 11 Coordinate Points Point X-Surf Y-Surf I I I I I fl I I I I I I I I I I I I I I I 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 64 5. 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 *** Failure Surface Specified By 13 Coordinate Points 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 *** Failure Surface Specified By 11 Coordinate Points 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 *** I I H:\12215-00\stedwin\12215cq6.0UT Page 1 ** PCSTABLSM ** by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I Run Date: 7 / 9/03 Time of Run: 2:35PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215cq6. I Output Filename: H:12215cq6.0UT Unit: ENGLISH Plotted Output Filename: H:12215cq6.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect I ion C-C' Qls Lower/Upper BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. I 28 Top Boundaries 70 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 43 555.00 202.00 594.00 214. 00 1 I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215cq6.0UT Page 2 44 594.00 45 645.00 46 681.00 47 732.00 48 807.00 49 864.00 50 909.00 51 249.00 52 330.00 53 417.00 54 480.00 55 558.00 56 654.00 57 726.00 58 828.00 59 903.00 60 978.00 61 249.00 62 330.00 63 417.00 64 480.00 65 558.00 66 654.00 67 726.00 68 828.00 69 903.00 10 918.00 214.00 229.00 238.00 247.00 2 65. 00 280.00 295.00 79.00 106.00 130.00 145.00 163.00 181.00 196.00 220.00 238.00 247.00 73.00 100.00 124.00 142.00 160.00 178.00 190.00 214.00 232.00 244.00 ISOTROPIC SOIL PARAMETERS 4 Type(s) of Soil Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept No. (pcf) (pcf) (psf) 1 135.0 135.0 500.0 2 130.0 130.0 so.a 3 130.0 130.0 200.0 4 12s.o 12s.o .a ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic 64 5. 00 681. 00 732.00 807.00 864.00 909.00 930.00 330.00 417. 00 480.00 558.00 654.00 726.00 828.00 903.00 978. 00 1047.00 330.00 417.00 480.00 558.00 654.00 726. 00 828.00 903.00 978.00 1047.00 Friction Angle (deg) 38.0 16.5 33.0 .0 Number Of Direction Ranges Specified= 3 Direction Counterclockwise Cohesion Range Direction Limit Intercept No. (deg) (psf) 1 .a 2so.o 2 30. a . o 3 90. a 250. a 229.00 238.00 247.00 265.00 280.00 295.00 306.00 106.00 130.00 145.00 163.00 181.00 196.00 220.00 238.00 247.00 262. 00 100.00 124.00 142. 00 160.00 178. 00 190.00 214.00 232.00 244.00 259.00 Pore Pressure Pressure Constant Param. .00 .00 .00 .00 (psf) .0 .0 . 0 . 0 Friction Angle (deg) 25.0 25.0 25.0 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 Piez. Surface No. 0 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. 200 Trial Surfaces Have Been Generated. 10 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 No. (ft) (ft) 1 276.00 136.50 2 306.00 139.50 3 345.00 145.50 4 435.00 166.50 5 519.00 190.50 6 555.00 202.50 7 594.00 214.50 8 681.00 238.50 9 807.00 265.50 10 864.00 280.50 X-Right (ft) 294. 00 306.00 390.00 477.00 519.00 555.00 645.00 732.00 807. 00 909.00 Y-Right (ft) 138.00 139.50 154.50 178. 50 190.50 202.50 229.50 247.50 265.50 295.50 Height (ft) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I 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 I First. * * Safety Factors Are Calculated By The Modified Janbu Method * * Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 271. 95 142.67 2 275.92 141. 52 3 280.69 140.00 I 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 I 9 555.00 202.51 10 635.72 226.76 11 682.45 239.09 12 807.00 265.64 I 13 898.46 292 .25 14 901. 99 295.79 15 905.42 299. 43 16 905.73 300.07 I *** 1.941 *** Individual data on the 35 slices Water Water Tie Tie Earthquake Force Force Force Force Force Surcharge I Slice Width Weight Top Bot Norm Tan Hor Ver Load No. (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1 4.0 560.6 .o .0 .o . 0 . 0 .o . 0 2 3.9 1677.5 .o . 0 .o .0 .o .o . 0 3 . 8 511. 8 . 0 .0 .o .0 .o .0 .o I 4 4.1 3661.9 . 0 .0 . 0 . 0 . 0 . 0 .0 5 .2 227.6 .o . 0 . 0 . 0 . 0 .o .0 6 21. 0 27409.0 .o .o .o .0 . 0 .0 .0 7 30.0 51169. 5 .o .0 .o .0 . 0 .o .0 I 8 39.0 87392.1 . 0 . 0 . 0 . 0 . 0 .0 .0 9 8.0 20897.5 .o .0 .o .0 . 0 .0 .0 10 37.0 99342.5 .o .0 .o .0 .o .o .0 11 33.7 89511. 8 . 0 .0 .o .0 .0 .0 .0 I 12 26.3 67337. 5 .o .0 .o .0 .o .0 .0 13 39.0 97554.6 . 0 .0 .o .o .o . 0 .0 14 21. 0 51980.5 .o . 0 . 0 .0 . 0 .o .o 15 15.0 33844.0 .o .0 .o .0 .o .o .0 I 16 6.0 12120.1 .o .0 .o . 0 . 0 . 0 .0 17 30.0 41933.8 .o . 0 . 0 .0 .o .0 .o 18 18.0 22441.1 . 0 .0 .o .0 .o .o .0 19 26. 7 50755.0 .o .0 .o . 0 . 0 .0 . 0 20 . 3 598.5 .o . 0 . 0 .0 . 0 .0 .0 I 21 27.0 61118.2 . 0 . 0 .o .0 . 0 .0 . 0 22 19.5 47960.0 . 0 .0 .o .0 . 0 .o .0 23 7.5 19669.3 .o . 0 . 0 .0 .o .0 .0 24 36.0 98853.4 . 0 .0 .o . 0 .o .0 .0 I 25 36.0 104814.6 . 0 .0 .o .o . 0 .0 .0 26 39.0 107479.4 .o . 0 . 0 .0 . 0 .0 .o 27 6.0 14750. 0 . 0 .0 .o .0 .o .0 .o 28 21. 0 43897.0 . 0 .0 .o .o .o .0 .0 I 29 12.0 19884.3 .o . 0 .o . 0 . 0 .0 .o 30 15.0 23117.1 .o . 0 . 0 .0 .o .0 .0 31 30.0 35752.3 .o .0 .o .0 . 0 .0 .0 32 13.5 10698.2 .o .0 .o .0 .o .0 .0 I 33 3.5 2076.2 . 0 .0 . 0 .0 .o .0 . 0 34 3.4 843.0 . 0 .o .o .0 .o .0 .0 35 .3 11. 0 .o . 0 .o .0 . 0 .0 .o Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf I I I I H:\12215-00\stedwin\12215cq6.OUT Page 4 No. (ft) (ft) 1 272. 62 142. 84 I 2 274.58 142. 21 3 278.28 138.85 4 283.10 137.50 5 306.00 139.99 I I 6 377. 99 152.51 7 455.27 172. 31 I 8 519.00 190.39 9 555.00 202.90 I 10 641.25 228.01 11 682.80 239.21 12 807.00 265.81 13 881.19 285.97 I 14 883.15 290. 57 15 886.50 294.28 16 887.86 295.70 *** 1.948 *** Failure Surface Specified By 16 Coordinate Points I Point X-Surf Y...-Surf No. (ft) (ft) 1 273.62 143.10 2 276.61 140.82 I 3 281.61 140.59 4 285.15 137.07 5 306.00 139.48 6 352.90 146. 65 I 7 468.93 176.09 8 519.00 190.57 9 555.00 202. 42 10 633.53 226.18 I 11 681. 8 6 238.45 12 8 07. 00 265.77 13 889.50 289.29 14 891.71 293.77 15 895.23 297.33 I 16 895.25 297.51 *** 1. 950 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 279 .12 144.50 2 280.51 143. 31 3 284.05 139.77 I 4 288.38 137.27 5 306.00 139.64 6 366.23 149. 53 7 4 66. 12 175.15 I 8 519.00 190.43 9 555.00 202.37 10 641. 4 7 228.40 11 690.40 240.37 12 807.00 265.05 I 13 893.87 290.00 14 897.38 293.56 15 900.89 297 .12 16 903.16 299.44 I *** 1. 951 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 274.73 143.38 2 275. 82 142. 30 3 279.36 138. 77 4 284.08 137.12 I 5 306.00 139.32 I I I H:\12215-00\stedwin\12215cq6.OUT Page 5 6 34 6. 8 9 146.25 7 456.18 172.11 I 8 519.00 190.59 9 555.00 202. 96 10 641. 4 6 228.32 11 684.31 239.36 I 12 807.00 265. 93 13 875.66 284.16 14 879.10 287.80 15 880.66 292.55 I 16 882.24 294.72 *** 1. 951 *** Failure Surface Specified By 17 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 271. 4 7 142.55 2 271. 70 142.51 3 276. 67 141. 95 4 281.17 139.76 I 5 285.96 138.34 6 290.89 137.52 7 306.00 139.35 8 360.56 148.47 I 9 440.81 168. 56 10 519.00 190.31 11 555.00 202.68 12 620.70 222. 71 I 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 I *** 1.955 *** Failure Surface Specified By 16 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 278.27 144.28 2 28 0. 67 142. 08 3 284.74 139.18 4 289.54 137. 77 I 5 306.00 139.43 6 370.54 150.20 7 457.67 173.19 8 519.00 190.14 I 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 I 14 881.23 288.67 15 882.33 293.55 16 883.25 294.83 *** 1.955 *** I Failure Surface Specified By 15 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 280.68 144. 90 I 2 281. 66 143.98 3 285.19 140.45 4 289.49 137.88 5 306.00 139.21 I 6 345.80 145. 76 7 463.78 174.73 8 519.00 190.29 9 555.00 202.04 I 10 629. 47 225.03 I I I I I I I I II I I I I I I I I I I H:\12215-00\stedwin\12215cq6.0UT 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 *** Failure Point Surface Specified By 15 Coordinate Points No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 *** X-Surf (ft) 278.84 281.72 286.63 290.93 306.00 379.12 4 67 . 7 3 519.00 555.00 616.63 681. 59 807.00 891.20 891. 90 892. 71 1.961 Y-Surf (ft) 144.43 141. 69 140.72 138.18 139. 77 152.30 176.15 190.19 202.88 221. 4 9 238.86 265.14 289.25 294.20 296.89 *** Failure Surface Specified By 15 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 *** X-Surf (ft) 276.37 280.29 284.83 288.37 306.00 360.05 457.15 519.00 555.00 642.83 691.06 807.00 898 .14 901.09 903.58 1.967 Y-Surf (ft) 143.80 142.69 140.59 137. 05 139.83 148.92 173.29 190.47 202.64 228.81 240.38 265. 60 292.01 296.04 299.54 *** I I H:\12215-00\stedwin\12215cb2.0UT Page 1 ** PCSTABLSM ** by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I Run Date: 5/22/03 Time of Run: 9:49AM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215cb2. I Output Filename: H:12215cb2.0UT Unit: ENGLISH Plotted Output Filename: H:12215cb2.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion c-c· Qls BPS I BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and 0.00 to Y-values listed. I 28 Top Boundaries 76 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215cb2.OUT 44 519.00 190.00 45 555.00 202.00 46 594.00 214.00 47 645.00 229.00 48 681.00 238.00 49 732.00 247.00 50 807.00 265.00 51 864.00 280.00 52 909.00 295.00 53 360.00 115.00 54 417.00 130.00 55 480.00 145.00 56 558.00 163.00 57 654.00 181.00 58 726.00 196.00 59 828.00 220.00 60 903.00 238.00 61 978.00 247.00 62 366.00 110.00 63 417.00 124.00 64 480.00 142.00 65 558.00 160.00 66 654.00 178.00 67 726.00 190.00 68 828.00 214.00 69 903.00 232.00 70 978.00 244.00 71 320.00 141.00 72 360.00 115.00 73 366.00 110.00 74 315.00 140.00 75 355.00 114.00 76 361.00 109.00 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept 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 4 125.0 125.0 250.0 5 130.0 130.0 100.0 555.00 594.00 645.00 681. 00 732.00 807.00 864.00 909.00 930.00 417. 00 480.00 558.00 654.00 726. 00 828.00 903.00 978.00 1047.00 417.00 480.00 558.00 654.00 726.00 828.00 903.00 978. 00 1047.00 360.00 366.00 399.00 355.00 361. 00 394. 00 Friction 202.00 214.00 229.00 238.00 247.00 265.00 280.00 295.00 306.00 130.00 145.00 163.00 181.00 196. 00 220.00 238.00 247.00 262. 00 124.00 142.00 160.00 178. 00 190.00 214. 00 232.00 244.00 259.00 115. 00 110. 00 88.00 114. 00 109.00 87.00 Pore Angle Pressure Pressure Constant (deg) 38.0 16.5 33.0 25.0 15.0 Param. .00 .00 .00 .00 .00 SPECIFIED (psf) .o .o .o . o • 0 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 5 5 5 1 1 1 Piez. Surface No. 1 1 1 1 1 l PIEZOMETRIC SURFACE(S) HAVE BEEN 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> 0 A Critical Failure Surface Searching Method, Using A Random Technique 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 Page 2 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215cb2.0UT 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 Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 58 slices Water Water Tie Tie Earthquake * * Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 8 .1 5169.2 . 0 . 0 . 0 . 0 .0 .o . 0 4.9 7451. 0 .0 .0 . 0 .0 .0 . 0 .0 4.7 9542.6 . 0 .0 . 0 . 0 . 0 . 0 .0 3.5 8803.5 .0 . 0 . 0 .0 .0 . 0 . 0 12.5 40787.5 .0 . 0 . 0 . 0 . 0 .0 . 0 1. 3 5214.1 .0 .o . 0 .0 .0 .o . 0 7.7 35767.3 . 0 . 0 . 0 .0 .0 . 0 .0 2.9 16433.2 . 0 .o .0 .0 . 0 . 0 .0 11.1 70793.7 .0 . 0 .0 . 0 . 0 . 0 . 0 1.0 6969.7 . 0 23.6 . 0 . 0 . 0 .0 .0 .7 4633. 8 .o 41.2 . 0 .0 .0 .0 .0 1.0 7012.6 . 0 99.7 .o .0 .0 .0 .o .8 5520.0 .0 90.5 .0 .0 . 0 . 0 .0 12.6 91821. 5 . 0 1697. 5 . 0 .0 .0 .0 . 0 15.0 110409.1 .0 2519.4 . 0 .0 .0 . 0 .0 27.0 200809.3 .0 5903.0 .0 .0 . 0 . 0 .0 3.0 22475.8 .0 758.5 .0 .0 . 0 .0 . 0 15.0 112342.4 . 0 3635.9 .0 .0 .0 .0 .0 42.0 313965.8 . 0 8789.6 . 0 .0 .0 .0 .0 3.0 22398.1 . 0 549. 4 .0 .0 . 0 .0 .0 39.0 296733. 2 .0 6397. 5 .0 . 0 .0 .0 .0 Page 3 I I H:\12215-00\stedwin\12215cb2.0UT Page 4 22 21. 0 164534.7 . 0 2891.4 .0 .0 .0 .0 .o 23 15.0 117436.0 .0 1828.1 .0 .0 .0 .0 .0 I 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 I 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 .o .0 .0 . 0 .0 I 33 18.0 173516. 3 . 0 1913.2 .0 . 0 . 0 . 0 .0 34 9.0 89557.7 . 0 1375.1 .o .0 .0 . 0 .0 35 36.0 369746.9 . 0 8290.4 . 0 .0 .0 .o .0 36 6.0 62904.6 .0 1754.9 . 0 .0 .0 .0 .0 I 37 30.0 313897.1 .0 8008.7 . 0 .0 .0 .0 . 0 38 39.0 393852.1 .0 8502.8 . 0 .o .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 .o .0 I 41 12.0 107891. 2 .o 1844.1 .0 .0 .0 .o .0 42 15.0 134647 .1 .0 2394.3 .0 .0 .0 .0 .o 43 9.0 80710.0 .0 1484.2 .0 .o . 0 .o .o 44 21. 0 183328.1 .0 3601. 9 .0 .0 .o . 0 .0 I 45 18.0 154571.1 .0 3242.0 .0 .0 .0 .0 .o 46 6.0 51932. 0 . 0 1088.9 .0 .0 .0 . 0 .o 47 21. 0 186565.1 .0 3507.3 .0 .0 .0 .o .o 48 33.0 311431. 8 .0 4556.5 .0 .0 .0 .0 .0 49 15.0 148425.7 .0 1685.2 . 0 .o .0 .o .0 I 50 5.7 57480.1 .o 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 I 54 7.2 54645.1 . 0 . 0 .0 . 0 . 0 .o .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 .o .0 I 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) I 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 I 6 362.16 110. 27 7 417. 00 126.50 8 480.00 143. 92 9 558.00 160.71 I 10 654.00 178.89 11 726.00 193.99 12 828.00 219.61 13 903.00 234. 72 I 14 1010.79 252.06 15 1021. 31 262.76 16 1030.36 274.72 17 1040.38 285.88 I 18 1046.00 299.79 19 1054.59 312.08 20 1059.44 322.00 *** 1.611 *** Failure Surface Specified By 20 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 301.19 150.44 2 314. 60 146.37 I I I I H:\12215-00\stedwin\12215cb2.0UT Page 5 3 325.44 136.00 4 338.66 128.91 I 5 350.24 119.37 6 362.16 110. 27 7 417.00 12 6. 50 8 480.00 143. 92 I 9 558.00 160.71 10 654.00 178. 89 11 726. 00 193.99 12 828.00 219.61 I 13 903.00 234. 72 14 1010.79 252.06 15 1021.31 2 62. 7 6 16 1030.36 274. 72 17 1040.38 285.88 I 18 1046.00 299.79 19 1054.59 312.08 20 1059.44 322.00 *** 1.611 *** I Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 300.32 150.21 I 2 313.20 142.78 3 327.03 136.96 4 338.15 126. 89 5 349.95 117. 64 I 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 I 11 726.00 193.68 12 828.00 217.76 13 903.00 232.44 14 987.01 247.60 I 15 996. 72 259.03 16 1001.04 273.39 17 1004.45 288.00 18 1011.51 301. 23 I 19 1018.63 314.44 20 1023.63 322.00 *** 1.611 *** Failure Surface Specified By 20 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 300.32 150.21 2 313.20 142.78 3 327.03 136.96 I 4 338.15 126.89 5 349.95 117. 64 6 364.56 114. 22 7 417. 00 125.63 I 8 480.00 143.46 9 558.00 160.79 10 654.00 178. 57 11 726. 00 193.68 I 12 828.00 217.76 13 903.00 232.44 14 987.01 247.60 15 996.72 259.03 I 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 I I I I H:\12215-00\stedwin\12215cb2.0UT Page 6 *** 1.611 *** Failure Surface Specified By 20 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 299.82 150.07 2 311. 77 146.10 I 3 323.94 137. 34 4 336.37 128.93 5 348.99 120.82 6 3 62. 15 113. 62 7 417. 00 128.85 I 8 480.00 144.68 9 558.00 161. 90 10 654.00 179.11 11 726.00 191.18 I 12 828.00 219.73 13 903.00 233.45 14 986.97 247.15 15 991. 39 261.49 I 16 1001. 80 272.28 17 1004.72 287.00 18 1015.23 297.70 19 1019.66 312.03 I 20 1021. 76 322.00 *** 1. 619 *** Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 305.35 151. 59 2 309.25 147.70 3 320.10 137. 34 4 333. 72 131.06 I 5 344.40 120.53 6 357.62 113. 44 7 417.00 127.87 8 480.00 143.51 I 9 558.00 161. 50 10 654.00 179.05 11 726.00 193.16 12 828.00 215.47 I 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 I 18 1008.73 297. 57 19 1018.26 309.15 20 1023.96 322.00 *** 1. 621 *** I Failure Surface Specified By 20 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 305.35 151. 59 I 2 309.25 147.70 3 320.10 137.34 4 333. 72 131.06 5 344.40 120.53 I 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 I 11 726.00 193.16 12 828.00 215.47 13 903.00 234.85 14 97 9. 07 247.04 I I I I I I I I I I I I I I I I I I I I I 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 *** Failure Surface Specified By 20 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 *** X-Surf (ft) 304.72 313.52 325.28 338.73 349.38 362.23 417. 00 480.00 558.00 654.00 726. 00 828.00 903.00 1014.48 1025. 07 1035.56 1043.54 1044.78 1055.35 1059.19 1. 640 *** Y-Surf (ft) 151.41 144.45 135.13 128.48 117. 92 110.20 127.94 144.99 162.82 180.88 191.63 219.07 234. 4 0 253.14 263.76 274.49 287.19 302.14 312.78 322.00 Failure Surface Specified By 20 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 *** X-Surf (ft) 304. 72 313.52 325.28 338.73 349.38 362.23 417.00 480.00 558.00 654.00 726. 00 828.00 903.00 1014.48 1025.07 1035.56 1043.54 1044.78 1055.35 1059.19 1. 640 *** Y-Surf (ft) 151.41 144.45 135.13 128.48 117.92 110. 20 127.94 144. 99 162.82 180.88 191. 63 219.07 234.40 253.14 263.76 274.49 287.19 302.14 312.78 322.00 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215q2u.OUT Page 1 * * FCSTABLSM * * by Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices Run Date: 7 /9/03 Time of Run: 2:36PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215q2u. Output Filename: H:12215q2u.OUT Unit: ENGLISH Plotted Output Filename: H:12215q2u.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion 1-1 1 Qls Upper BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. 30 Top 83 Total 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 Boundaries Boundaries 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 (ft) 169.00 178.00 178. 00 163.00 161.00 163.00 163.00 170.00 170.00 181.00 187.00 193.00 214.00 214. 00 223.00 232.00 238.00 244.00 256.00 268.00 280.00 292. 00 295.00 304.00 310.00 322.00 328.00 332.00 332.00 325.00 178.00 160.00 160.00 163.00 157.00 151. 00 148.00 145.00 145.00 160.00 168.00 168.00 169.00 X-Right (ft) 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 1146. 00 69.00 84.00 87.00 195.00 213.00 222.00 231. 00 279.00 333.00 366.00 408.00 423.00 444.00 Y-Right (ft) 178. 00 178.00 163.00 161.00 163.00 163.00 170.00 170.00 181.00 187.00 193.00 214.00 214. 00 223.00 232.00 238.00 244.00 256.00 268.00 280.00 292.00 295.00 304.00 310.00 322.00 328.00 332.00 332.00 325.00 316.00 160.00 160.00 163.00 157.00 151.00 148.00 145.00 145.00 160.00 168.00 168.00 169.00 169.00 Soil Type Below Bnd 1 3 3 1 1 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 5 1 1 1 1 1 2 1 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215q2u.OUT Page 2 44 444.00 45 480.00 46 480.00 47 525.00 48 564.00 49 594.00 50 636.00 51 684.00 52 726.00 53 780.00 54 822.00 55 861.00 56 900.00 57 924.00 58 267.00 59 273.00 60 294.00 61 441.00 62 528.00 63 597.00 64 720.00 65 900.00 66 990.00 67 303.00 68 441.00 69 528.00 70 597.00 71 720.00 72 900.00 73 990.00 74 222.00 75 267.00 76 273.00 77 294.00 78 303.00 79 213.00 80 264.00 81 270.00 82 291.00 83 300.00 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil 169.00 190.00 190.00 196. 00 205.00 214.00 220.00 226.00 232.00 241.00 250.00 262. 00 280.00 295.00 118.00 115.00 100.00 148.00 172. 00 187.00 214. 00 244.00 259.00 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 Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept 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 ANISOTROPIC STRENGTH PARAMETERS 1 soil type (s) Soil Type 4 Is Anisotropic 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 Friction Angle (deg) 38.0 16.5 33.0 . 0 15.0 Number Of Direction Ranges Specified 2 Direction Counterclockwise Cohesion Range Direction. Limit Intercept No. (deg) (psf) 1 .o 250.0 2 90.0 .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 Pore Pressure Pressure Constant Param. .00 .00 .00 .00 .00 (psf) .0 .0 Friction Angle (deg) 25.0 25.0 • 0 .0 • 0 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 Piez. Surface No. 0 0 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. 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 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215q2u.OUT Page 3 Sliding Box Block Is X-Left 10.0 Y-Left X-Right Y-Right Height (ft) 1.00 1.00 1.00 1.00 1.00 1.00 No. 1 2 3 4 5 6 7 (ft) 636.00 780.00 822.00 861. 00 900.00 924.00 942.00 (ft) 220.50 241.50 250.50 262.50 280.50 295.50 310.00 (ft) 726.00 780.01 822.01 861.01 900.01 924. 01 942.00 (ft) 232.50 241. 50 250.50 262.50 280.50 295.50 310.00 .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) 1 685.59 245.79 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 16 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 3.6 859.0 .o .0 . 0 .0 .0 . 0 .0 2 8.8 7953.2 .o .0 .o .0 . 0 .0 .o 3 9.4 15897.6 . 0 . 0 . 0 . 0 . 0 .0 .0 4 9.5 22495.3 .o .0 . 0 .0 . 0 .0 .0 5 12.1 33215.3 .o .0 .o .0 . 0 .0 .0 6 48.0 149316.7 . 0 . 0 .o .0 .o .0 . 0 7 3.0 10287.6 .o .0 . 0 .0 .o .0 .o 8 42.0 143292.4 .o .0 .o .0 .o . 0 .0 9 9.0 30104.3 .o .o .o .0 .o .0 .o 10 30.0 96773. 5 .o .o .o .o . 0 .0 .0 11 18.0 52149.2 .o .0 .o .0 .o .0 .0 12 12.0 29840.4 . 0 .0 .o . 0 .o .0 . 0 13 9.0 20065.9 .o .0 .o .0 . 0 .0 .0 14 21. 0 35828.5 .o . 0 .0 .0 . 0 . 0 .o 15 3.0 3660.4 . 0 .0 .o .0 .o .0 . 0 16 18.0 10386.4 . 0 .0 .o . 0 . 0 . 0 .o 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 I I H:\12215-00\stedwin\12215q2u.OUT Page 4 No. (ft) (ft) 1 663.98 242.25 I 2 666.23 240.87 3 675.50 237.12 4 684.60 232.99 5 694.26 230.38 I 6 704.22 229.50 7 780.01 241. 87 8 822.01 250.07 9 861. 00 262 .11 I 10 900.01 280.84 11 924.01 295.85 12 942.00 310.00 *** 2.165 *** Failure Surface Specified By 10 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 67 5. 71 243. 71 2 680.79 239.05 I 3 689.83 234.77 4 698.07 229 .11 5 780.00 241.12 6 822.01 250.27 I 7 861.01 262. 40 8 900.01 280.33 9 924. 00 295.66 10 942.00 310.00 *** 2.167 *** I Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 669.25 242. 91 I 2 676.42 235.98 3 685.00 230. 83 4 694.66 228.26 5 780.01 241.22 I 6 822.01 250.01 7 861. 00 262. 54 8 900.01 280.26 9 924.00 295.40 I 10 942.00 310.00 *** 2.168 *** Failure Surface Specified By 10 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 671. 04 243.13 2 675.50 238.69 3 683.40 232.57 4 692.27 227.93 I 5 780.01 241. 33 6 822.00 250.47 7 861. 00 262. 95 8 900.00 280.62 I 9 924. 01 295.06 10 942. 00 310.00 *** 2.169 *** Failure Surface Specified By 10 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 678. 62 244.15 2 683.66 239.12 I 3 692. 21 233.95 4 700. 92 229.04 5 780.01 241. 64 6 822.01 250.43 I 7 861.01 262. 09 I I I I I I I I I I I I I I I I I I I I 8 9 10 900.01 924.01 942.00 280.71 295.14 310.00 *** 2.170 *** Failure 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 Point Surface Specified By 11 No. 1 2 3 4 5 6 7 8 9 10 11 *** X-Surf Y-Surf (ft) (ft) 670.28 243.04 671.93 242.25 681.00 238.05 688.26 231.17 697.98 228.80 780.01 241.38 822.01 250.78 861.00 262.33 900.01 280.38 924.00 295.02 942.00 310.00 2.172 *** Failure Point Surface Specified By 11 No. 1 2 3 4 5 6 7 8 9 10 11 *** X-Surf Y-Surf (ft) (ft) 661.85 241.98 664.88 238.97 674.23 235.42 683.90 232.91 692.53 227.85 780.00 241.54 822.01 250.96 861.00 262.15 900.00 280.47 924.01 296.00 942.00 310.00 2.173 *** H:\12215-00\stedwin\12215q2u.OUT Page 5 Coordinate Points Coordinate Points Coordinate Points I I H:\12215-00\stedwin\12215q21.0UT Page 1 ** PCSTABL5M ** by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I Run Date: 7/9/03 Time of Run: 2:38PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215q21. I Output Filename: H:12215q21.0UT Unit: ENGLISH Plotted Output Filename: H:12215q21.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect I ion 1-1' Qls Lower BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. I 30 Top Boundaries 83 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd I 1 .oo 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 35 195.00 157.00 216.00 151. 00 1 36 216.00 151.00 222.00 148.00 5 37 222.00 148.00 231.00 145.00 1 38 231. 00 145.00 279. 00 145.00 1 I 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 I 43 423.00 169.00 444.00 169.00 1 I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215q21.OUT 44 444.00 45 480.00 46 480.00 47 525.00 48 564.00 49 594.00 50 636.00 51 684.00 52 726.00 53 780.00 54 822.00 55 861.00 56 900.00 57 924.00 58 267.00 59 273.00 60 294.00 61 441.00 62 528.00 63 597.00 64 720.00 65 900.00 66 990.00 67 303.00 68 441.00 69 528.00 70 597.00 71 720.00 72 900.00 73 990.00 74 222.00 75 267.00 76 273.00 77 294.00 78 303.00 79 216.00 80 264.00 81 270.00 82 291.00 83 300.00 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil 169.00 190.00 190.00 196.00 205.00 214. 00 220.00 226.00 232.00 241. 00 250.00 262. 00 280.00 295.00 118. 00 115. 00 100.00 148. 00 172. 00 1B7.00 214 .00 244.00 259.00 .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 Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept 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 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic 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 Friction Angle (deg) 38.0 16.5 33.0 .0 15.0 Number Of Direction Ranges Specified 2 Direction Counterclockwise Cohesion Range Direction Limit Intercept No. (deg) (psf) 1 . 0 250. 0 2 90. 0 . 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 Pore Pressure Pressure Constant Param. .00 .00 .00 .00 .00 (psf) .0 .0 .0 .0 • 0 Friction Angle (deg) 25.0 25.0 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 Piez. Surface No. 0 0 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. 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 Page 2 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215q21.OUT Page 3 Sliding Block Is 5.0 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 .oo Following Are Displayed The Ten Most Critical Of The Trial Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 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 Earthquake * * Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) . 3 6.8 . 0 .0 .0 .o .0 5.0 668.1 .0 .0 .0 . 0 . 0 5.0 1492,4 .0 .o .0 . 0 . 0 5.0 2155.9 . 0 . 0 .o .0 .0 .0 24.1 .o .0 .o .0 .0 4.9 2800.9 .0 .o .0 .0 . 0 .5 342.5 . 0 . 0 .0 .0 .0 4.0 3180.2 . 0 .0 . 0 . 0 . 0 2.6 2562.2 .0 .0 . 0 .0 . 0 1.8 2082.4 .0 . 0 .0 .0 .0 3.6 5577,1 . 0 . 0 .0 .0 .0 4.5 9042.4 .o .0 .0 .0 . 0 4.5 10942.0 .0 .0 .0 . 0 . 0 21.5 57172.1 .0 . 0 .0 .0 .0 18.0 48525.5 . 0 .o .0 .0 . 0 24.0 61432.0 .0 .0 . 0 .0 . 0 6.0 14231.1 .0 . 0 .0 . 0 .0 18.0 34744.6 . 0 .0 .0 . 0 .0 12.0 13101. 4 .0 .o .0 .o .o 6.0 18 94. 8 .0 .o .0 .0 . 0 Failure Point Surface Specified By 12 Coordinate Points No. 1 2 3 4 5 X-Surf Y-Surf (ft) (ft) 499.19 214.00 501.91 211.37 506.44 209.26 510.19 205.95 513.73 202.42 Ver Load (lbs) (lbs) .0 . 0 .o .o .0 .0 .o . 0 .0 .o .0 .o .0 .0 . 0 .o .o . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 .o .o . 0 .0 . 0 . 0 . 0 .o .o . 0 .0 .0 . 0 . 0 . 0 I I I I I I I I I I I I I I I I I I I 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 *** Failure Surface Specified By 13 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 Point Surface Specified By 12 X-Surf Y-Surf No. 1 2 3 4 5 6 7 8 9 10 11 12 *** (ft) (ft) 496.59 213.73 499.78 211.88 504.05 209.27 507.80 205.96 511.34 202.43 514.87 198.90 518.95 196.01 564.00 205.12 594.01 214.87 612.01 223.29 624.00 232.35 630.00 238.00 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 *** H:\12215-00\stedwin\12215q21.0UT Page 4 Coordinate Points Coordinate Points Coordinate Points Failure Point Surface Specified By 13 Coordinate Points No. 1 2 3 4 5 6 X-Surf Y-Surf (ft) (ft) 495.77 213.57 498.31 212.54 502.32 209.55 506.76 207.25 510.78 204.28 514.78 201.27 I I I I I I I I I I I I I I I I I I I 7 519.49 199.60 8 523. 07 196.11 9 564.00 205.67 10 594.00 214. 4 7 11 612.00 223.86 12 624. 00 232.68 13 630.00 238.00 *** 3.040 *** Failure Point Surface Specified By 12 No. 1 2 3 4 5 6 7 8 9 10 11 12 *** X-Surf Y-Surf (ft} (ft} 497.62 213.93 500.51 211.78 504.58 208.86 508.26 205.48 511.82 201.96 515.39 198.47 519.67 195.88 564.00 205.88 594.01 214.95 612.01 223.14 624.01 232.54 630.00 238.00 3.041 *** Failure Point Surface Specified By 12 No. 1 2 3 4 5 6 7 8 9 10 11 12 *** X-Surf Y-Surf (ft} (ft} 498.09 214.00 501.21 211.26 505.94 209.64 509.77 206.43 513.30 202.89 516.88 199.40 520.75 196.23 564.01 205.49 594.01 214.13 612.01 223.29 624.00 232.32 630.00 238.00 3.041 *** H:\12215-00\stedwin\12215q21.OUT Page 5 Coordinate Points Coordinate Points 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} 490.60 492.81 497.81 502.48 506.45 510.06 514. 77 518.32 523.10 564. 00 594.01 612.00 624.01 630.00 3.042 *** 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 Failure Point Surface Specified By 12 No. 1 2 3 4 5 X-Surf Y-Surf (ft} (ft} 494.99 213.41 497.74 210.83 501.57 207.62 505.72 204.83 509.89 202.07 Coordinate Points I I I I I I I I I I I I I I I I I I I 6 7 8 9 10 11 12 *** H:\12215-00\stedwin\12215q21.0UT Page 6 513. 77 198. 92 517. 77 195.91 564.00 205.16 594.01 214.45 612.01 223.47 624. 01 232.70 630.00 238.00 3.043 *** I I H:\12215-00\stedwin\12215q2t.OUT Page 1 ** PCSTABLSM ** by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I Run Date: 7/9/03 Time of Run: 2:42PM Run By: KBM Stoney-Miller Consultants Input Data Filename: H:12215q2t. I Output Filename: H: 12215q2t.OUT Unit: ENGLISH Plotted Output Filename: H: 12215q2t.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion 1-1' Qls Total I BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. I 30 Top Boundaries 83 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd I 1 .oo 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 35 195.00 157.00 216.00 151.00 1 36 216.00 151. 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 I 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 I 43 423.00 169.00 444.00 169.00 1 I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215q2t.OUT Sliding Block Is 10.0 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 4 636.00 220.50 684.00 226. 50 1.00 5 726.00 232.50 780.00 241.50 1.00 6 822.00 250.50 822.01 250.50 1.00 7 861.00 262.50 861.01 262.50 1.00 8 900.00 280.50 900.01 280.50 1.00 9 924.00 295.50 924.01 295.50 1.00 10 942.00 310.00 942.00 310.00 .00 Following Are Displayed The Ten Most Critical Of The Trial Slice 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 Failure Surfaces Examined. They Are Ordered -Most Critical First. **Safety Factors Are Calculated By The Modified Janbu Method Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 498.72 214.00 2 499.60 213.12 3 506.69 206.08 4 514.68 200.06 5 523.78 195.91 6 564.01 205.50 7 594.00 214.43 8 647.75 222.41 9 764.51 239.30 10 822.01 250.86 11 861.01 262.20 12 900.01 280.01 13 924.01 295.13 14 942.00 310.00 *** 2.335 *** Individual data on the 26 slices Water Water Tie Tie Earthquake * * Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) . 9 50.1 .0 . 0 .0 .0 .0 .0 . 0 4.2 1587.1 .o . 0 . 0 . 0 . 0 . 0 . 0 2.9 2433.5 . 0 .0 . 0 .0 .0 .o .o 3.3 3812.1 .o .0 .0 .0 . 0 . 0 .o 4.7 7463.2 .0 .0 . 0 . 0 .0 .0 .o 9.1 20840.8 .0 .0 .0 .0 . 0 . 0 . 0 22.2 60171. 7 .0 .o .0 .0 .0 . 0 . 0 18.0 48560.5 .0 . 0 .0 . 0 .0 .0 .o 24.0 61057.8 .0 . 0 . 0 .0 . 0 . 0 . 0 6.0 14179.9 . 0 . 0 . 0 . 0 . 0 . 0 . 0 36.0 82480.6 .0 .0 . 0 .0 . 0 . 0 .o 17. 8 39984.6 .0 . 0 .0 .0 .0 . 0 . 0 30.2 66220. 7 .0 .0 . 0 .0 . 0 .0 .o 51. 0 124473.8 .o .0 . 0 .0 . 0 .0 .o 35.5 105206.0 .0 .0 .0 .0 . 0 .0 . 0 12.5 40417.9 .0 . 0 .0 . 0 .0 . 0 . 0 45.0 150009.1 .0 .0 .0 .0 . 0 .0 .o 9.0 30164.3 .0 . 0 . 0 .0 . 0 .0 .o 30.0 97196. 4 .o . 0 .0 .0 .0 . 0 . 0 18.0 52710. 2 .o . 0 .o . 0 . 0 . 0 . 0 12.0 30508.9 . 0 . 0 . 0 .0 . 0 .0 . 0 9.0 20711.4 .0 . 0 .0 .0 .0 . 0 . 0 21. 0 37324.4 .0 . 0 .0 . 0 . 0 . 0 .o 3.0 3849.4 .o .0 . 0 .0 . 0 .0 .0 18.0 10937.6 .0 . 0 .0 . 0 .0 . 0 . 0 .0 .0 . 0 . 0 .0 .0 .0 .0 .o Page 3 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215q2t.OUT Page 4 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) 4 97. 4 6 498.35 506.23 513.34 522.70 564.00 594.00 664.79 742.12 822.01 861.00 900.01 924. 00 942.00 2.336 *** Y-Surf (ft) 213. 90 213.27 207. 11 200.08 196.57 205.89 214.25 224.39 234.79 250.54 262.20 280.91 295.28 310.00 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) 493.62 494.89 503.16 510.95 519.87 564.00 594.00 646.95 758.13 822.01 861.00 900.00 924.00 942.00 2.336 *** Y-Surf (ft) 213.15 212.64 207. 02 200.75 196. 23 205.71 214.19 222.31 237. 67 250.41 262.06 280.86 295.16 310.00 Failure Point Surface Specified By 14 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 *** X-Surf Y-Surf (ft) (ft) 494.73 213.36 500.05 212.92 509.27 209.06 516.91 202.60 524.72 196.36 564.01 205.90 594.01 214.11 637.70 221.10 741.17 235.34 822.00 250.24 861.01 262.25 900.01 280.70 924.00 295.17 942.00 310.00 2.337 *** Failure Point Surface Specified By 14 No. 1 2 3 4 5 6 7 8 9 X-Surf Y-Surf (ft) (ft) 492.73 212.98 497.48 208.54 507.12 205.87 516.05 201.37 524.54 196.08 564.01 205.00 594.00 215.00 643.59 221.80 743.90 235.01 Coordinate Points Coordinate Points I I H:\12215-00\stedwin\12215q2t.OUT Page 5 10 822.00 250.74 11 861. 00 262. 97 I 12 900.01 280.43 13 924.00 295.59 14 942.00 310.00 *** 2.340 *** Failure Surface Specified By 14 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 4 91. 8 0 212.79 2 4 96. 24 212.10 I 3 505.61 208.62 4 512.91 201. 78 5 521.17 196.15 6 564.00 205.95 I 7 594.00 214. 97 8 653.69 222.41 9 739.02 235.01 10 822.01 250.86 I 11 861.00 263.00 12 900.01 280.70 13 924. 01 295.20 14 942.00 310.00 *** 2.341 *** I Failure Surface Specified By 13 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 501. 39 214.00 I 2 507.07 209.34 3 514.95 203.19 4 522.05 196.14 5 564.01 205.74 I 6 594.01 214.92 7 671.13 224.93 8 773.83 240.81 9 822.00 250.77 I 10 861.01 262.06 11 900.01 280.17 12 924.01 295.33 13 942.00 310.00 *** 2.342 *** I Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 496.72 213.75 I 2 498.29 212.80 3 507. 8 0 209.71 4 515.78 203.69 5 522.85 196.62 I 6 564.01 205.98 7 594.00 214. 99 8 648.64 222.10 9 7 68. 4 6 240.01 I 10 822.01 250.30 11 861.01 262.48 12 900.00 280.07 13 924. 01 295.40 14 942.00 310.00 I *** 2.343 *** Failure Surface Specified By 14 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 491.02 212.64 2 4 97. 4 5 210.36 3 507.44 209.87 4 515.07 203.41 I I I I I I I I I I I I I I I I I I I I I 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 94 2. 00 310.00 *** 2.347 *** Failure Surface Specified By 13 Coordinate Points 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 *** I I H:\12215-00\stedwin\12215b2u.OUT Page 1 ** PCSTABLSM ** by I Purdue University --Slope Stability Analysis-- Simplified Janbu, Simplified Bishop or Spencer's Method of Slices I 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 I Unit: ENGLISH Plotted Output Filename: H:12215b2u.PLT PROBLEM DESCRIPTION 12215-00 Kelly Core Sect ion 1-1' BPS Upper I BOUNDARY COORDINATES Note: User origin value specified. Add 0.00 to X-values and -100.00 to Y-values listed. I 30 Top Boundaries 83 Total Boundaries Boundary X-Left Y-Left X-Right Y-Right Soil Type No. (ft) (ft) (ft) (ft) Below Bnd 1 .00 169.00 54.00 178. 00 1 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I 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 I I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215b2u.OUT 44 444.00 45 480.00 46 480.00 47 525.00 48 564.00 49 594.00 50 636.00 51 684.00 52 726.00 53 780.00 54 822.00 55 861.00 56 900.00 57 924.00 58 267.00 59 273.00 60 294.00 61 441.00 62 528.00 63 597.00 64 720.00 65 900.00 66 990.00 67 303.00 68 441.00 69 528.00 70 597.00 71 720.00 72 900.00 73 990.00 74 222.00 75 267.00 76 273.00 77 294.00 78 303.00 79 213.00 80 264.00 81 270.00 82 291.00 83 300.00 ISOTROPIC SOIL PARAMETERS 5 Type(s) of Soil 169.00 190.00 190.00 196.00 205.00 214.00 220.00 226.00 232.00 241.00 250.00 262.00 280.00 295.00 118.00 115.00 100.00 148. 00 172. 00 187.00 214.00 244.00 259.00 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 Soil Total Saturated Cohesion Type Unit Wt. Unit Wt. Intercept 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 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic 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 Friction Angle (deg) 38.0 16.5 33.0 .0 15.0 Number Of Direction Ranges Specified 2 Direction Counterclockwise Cohesion Range Direction Limit Intercept No. (deg) (psf) 1 . 0 250. 0 2 90. o . a 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 Pore Pressure Pressure Constant Pa ram. .oo .00 .00 .00 .OD (psf) .a . 0 .0 .0 . a Friction Angle (deg) 25.0 25.0 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 Piez. Surface No. a 0 a 0 a 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 Page 2 I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215b2u.OUT Page 3 Sliding Block Is 6.0 Box X-Left Y-Left No. (ft) (ft) 1 267. 00 115. 00 2 402.00 163.00 X-Right (ft) 273.00 423.00 Y-Right (ft) 118. 00 172. 00 Height (ft) 6.00 6.00 Following Are Displayed The Ten Most Critical Of The Trial Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Failure Surfaces Examined. They Are Ordered -Most Critical First. **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 Earthquake * * Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 1.4 93.4 . 0 .0 .0 .0 .0 . 0 .0 5.3 1689.8 . 0 .0 .0 .0 .0 . 0 .0 5.3 3611. 5 .0 . 0 .0 .o .0 . 0 .0 5.9 5501. 6 .o . 0 .0 .0 .0 .0 . 0 4.1 5206.6 .0 .0 . 0 . 0 . 0 .0 . 0 .2 256.6 .0 .0 . 0 . 0 . 0 .o . 0 .3 544.6 .0 .0 .0 . 0 . 0 . 0 .0 3.7 6412.8 .0 .0 . 0 . 0 . 0 .0 .0 1.1 2117. 7 . 0 .0 .0 .0 .0 . 0 .0 4.2 8796. 8 .o .0 .0 .0 .0 . 0 . 0 1.1 2547.1 .0 . 0 .0 .0 .0 . 0 . 0 2.5 6312.0 .0 . 0 .o .0 .0 . 0 . 0 1. 9 5171. 6 .0 .0 .0 .0 .0 .0 . 0 .9 2515.5 .0 .0 .o .0 .0 .0 . 0 2.6 7427.8 .0 . 0 . 0 . 0 . 0 .0 . 0 2.0 5807.1 . 0 .o . 0 . 0 . 0 .0 . 0 . 5 1560.9 .0 .0 .0 .0 .0 . 0 .0 1.1 3318.9 .0 . 0 . 0 .0 . 0 . 0 .0 3.2 10625.0 .o .0 .0 .o .0 . 0 .o 4. 9 18235.l .0 . 0 .0 .0 .0 . 0 .0 4.8 19975.2 .0 .0 .0 .0 .o . 0 .0 3.8 17450.0 .0 .0 .0 .0 .0 . 0 .0 I H:\12215-00\stedwin\12215b2u.OUT Page 4 I 23 . 8 4078.6 . 0 .0 24 .7 3382.2 .o . 0 I 25 2.2 11095.6 .0 .0 26 . 0 55.7 . 0 .0 27 2.7 16351.5 .0 . 0 28 4.8 30894.9 .0 . 0 29 4.5 30684.4 . 0 .0 I 30 . 8 5796.3 . 0 . 0 31 . 8 5508.3 . 0 .0 32 1. 4 9663. 6 . 0 .0 33 9.0 61782. 0 . 0 . 0 I 34 36.0 235893.7 . 0 . 0 35 18.0 107878.2 .0 .0 36 33.0 168253.7 . 0 . 0 37 24.0 97977 .4 .o . 0 I 38 .0 40. 4 .o .0 39 18.0 76141.3 . 0 .0 40 2.9 11525.3 .o . 0 41 1. 9 7340.7 .0 .0 I 42 2.3 8588.1 . 0 .0 43 4. 0 13363.2 .o . 0 44 4.2 11948.6 .o . 0 45 2.2 4925.l .o .0 46 3.3 5422.4 .o . 0 I 47 4.1 4645.9 .o . 0 48 2.0 1123.4 . 0 .0 49 .5 59. 3 .o . 0 Failure Surface Specified By 26 . 0 .0 .0 . 0 .0 .0 . 0 .o .0 .0 .0 .0 .0 . 0 . 0 . 0 .0 .0 . 0 .0 . 0 .0 .0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 .0 . 0 .0 . 0 . 0 . 0 . 0 .0 . 0 . 0 . 0 .0 .0 . 0 .0 .0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 .0 . 0 . 0 . 0 .0 . 0 .0 .0 . 0 .o . 0 .0 . 0 .0 . 0 .0 . 0 .o .0 .0 .0 .0 . 0 .0 .0 . 0 .0 . 0 .0 .0 .o . 0 .0 .0 . 0 .0 .0 .o . 0 .o .0 .0 .o .0 .o .0 .o .o .0 .0 .0 . 0 . 0 . 0 . 0 .0 .0 .o .0 .0 .o . 0 .o .0 . 0 . 0 . 0 . 0 .o .0 .0 .0 .o .0 .0 .o . 0 .o .0 . 0 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 190.51 163.00 2 191. 88 161. 95 I 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 I 8 223 .11 145 .13 9 227.55 141.09 10 233.53 140.63 11 237.88 136.49 I 12 242.78 133.04 13 247.54 129.39 14 252.13 125.52 15 257.69 123.27 I 16 262.50 119. 68 17 267. 83 116. 92 18 410.87 166.42 19 415 .11 170. 67 I 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 I 25 434.89 200.05 26 435.44 201.83 *** 2.793 *** Failure Surface Specified By 23 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 199.36 163.00 2 204.45 162.05 I 3 209.28 158.50 4 214.23 155.10 5 219.20 151.75 6 223.81 147.90 I I I I H:\12215-00\stedwin\12215b2u.OUT Page 5 7 228.13 143.74 8 232.40 139.53 I 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 I 14 261. 91 119. 69 15 267. 51 117. 53 16 415.34 168.82 17 418.83 173.70 I 18 421. 69 178.98 19 423.56 184.68 20 426.81 189.72 21 430.63 194.35 I 22 434. 72 198.74 23 435.18 201.78 *** 2.858 *** Failure Surface Specified By 24 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 196.45 163.00 2 200.37 159.84 3 206.14 158.20 I 4 210.59 154.18 5 215.90 151. 39 6 221.65 149. 66 7 225. 91 145.44 I 8 230.62 141. 73 9 234.99 137.61 10 239.37 133.51 11 245.06 131. 60 I 12 249.36 127.42 13 253.92 123.52 14 259.76 122.16 15 264.06 117. 97 I 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 I 21 434.30 190.69 22 438.51 194.98 23 440.07 200.77 24 441.49 203.01 I *** 3.015 *** Failure Surface Specified By 25 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 198.63 163.00 2 199.09 162. 56 3 204.31 159.59 4 208.57 155.37 I 5 212. 91 151.22 6 217.39 147.24 7 223.37 14 6. 66 8 229.02 144.66 9 233.27 140. 42 I 10 237.82 136.51 11 242.56 132.83 12 247.47 129.38 13 252.87 126.78 I 14 257.91 123.51 15 262. 31 119.43 16 267. 25 116.03 17 405.07 162. 82 I I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215b2u.OUT Page 6 15 262.31 119.43 16 267.25 116.03 17 405.07 162. 82 18 406.91 168.53 19 411.00 172. 92 20 415.21 177.19 21 417.45 182.75 22 420.24 188.06 23 421. 24 193.98 24 425.34 198.36 25 426.05 200.01 *** 3.071 *** Failure Surface Specified By 24 Coordinate Points Point 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 *** X-Surf (ft) 193.85 199.19 203. 92 209.92 214.41 219.41 223.70 228.12 233.94 239. 44 243.70 248.02 252.46 257.91 262. 93 267 .17 416.69 420.56 424.73 427.29 430.52 432.59 435.99 436.55 3.137 *** Y-Surf (ft) 163.00 161. 95 158.26 158.05 154.07 150.75 146.56 142. 50 141.05 138.65 134.42 130.26 126.23 123. 72 120.42 116.18 170. 91 175.50 179. 81 185.24 190.30 195.93 200.87 202.05 Failure Surface Specified By 24 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 X-Surf (ft) 193.85 199.19 203. 92 209.92 214.41 219.41 223.70 228.12 233. 94 239.44 243.70 248.02 252.46 257. 91 262.93 267.17 416.69 420.56 424.73 427.29 430.52 432.59 435.99 Y-Surf (ft) 163.00 161. 95 158.26 158.05 154.07 150.75 146.56 142. 50 141. 05 138.65 134.42 130.26 126.23 123. 72 120.42 116 .18 170.91 175.50 179.81 185.24 190.30 195.93 200.87 7 I I H:\12215-00\stedwin\12215b2u.OUT Page 7 24 436.55 202.05 *** 3.137 *** I Failure Surface Specified By 26 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 193.52 163.00 2 196.52 160.06 I 3 201. 23 156.34 4 206.99 154.65 5 211.24 150.41 6 217 .18 149.60 I 7 221.61 145.56 8 226.90 142.73 9 232.59 140.81 10 238.37 139.20 I 11 242.68 135.03 12 247.01 130.87 13 252.43 128.30 14 256.69 124. 07 I 15 261.31 120.24 16 266.81 117.85 17 272. 80 117.65 18 403.93 166.44 19 4 07. 98 170.87 I 20 411.43 175. 78 21 415.31 180.36 22 419.43 184.72 23 423.63 189.00 I 24 427.38 193.69 25 428.96 199.47 26 429.19 200.62 *** 3.198 *** I Failure Surface Specified By 25 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) 1 191. 77 163.00 I 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 I 7 217.41 148.79 8 223.21 147.26 9 227. 46 143.02 10 231.85 138.94 I 11 237. 04 135.93 12 241. 96 132.49 13 246.49 128.56 14 252.37 127.37 I 15 257.59 124.40 16 262.38 120.79 17 267.59 117. 82 18 406.23 167.40 I 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 I 24 427.36 196.23 25 429.63 200.71 *** 3.244 *** Failure Surface Specified By 25 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 191. 77 163. 00 2 191. 88 162.89 I I I I I I I I I I I I I I I I I I I I I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 196.59 200.98 205.81 211. 45 217.41 223.21 227. 4 6 231.85 237.04 241.96 246.49 252.37 257.59 262.38 267.59 406.23 410.02 413. 69 416.00 419.91 423.18 159 .17 155.08 151.53 149.47 148.79 147.26 143.02 138.94 135.93 132. 4 9 128.56 127. 37 124. 4 0 120.79 117. 82 167. 4 0 172.05 176.80 182.34 186.90 191. 92 H:\12215-00\stedwin\12215b2u.OUT Page 8 I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215b21.0UT Page 1 ** PCSTABL5M ** 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 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 83 Total 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 Boundaries Boundaries 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 (ft) 169.00 178.00 178. 00 163.00 161. 00 163.00 163.00 170.00 170.00 181. 00 187.00 193.00 214.00 214.00 223.00 232.00 238.00 244.00 256.00 268.00 280.00 292.00 295.00 304.00 310.00 322.00 328.00 332.00 332.00 325.00 178.00 160.00 160.00 163.00 157.00 151.00 148.00 145. 00 145.00 160.00 168.00 168.00 169.00 X-Right (ft) 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 1146. 00 69.00 84.00 87.00 195.00 213.00 222.00 231. 00 279.00 333.00 366.00 408.00 423.00 444.00 Y-Right (ft) 178.00 178.00 163. 00 161. 00 163.00 163.00 170.00 170.00 181. 00 187.00 193.00 214.00 214.00 223.00 232.00 238.00 244.00 256.00 268.00 280.00 292.00 295.00 304.00 310.00 322.00 328.00 332.00 332.00 325.00 316.00 160.00 160.00 163.00 157.00 151. 00 148.00 145.00 145.00 160.00 168.00 168.00 169.00 169.00 Soil Type Below Bnd 1 3 3 1 1 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 5 1 1 1 1 1 2 1 I I H:\12215-00\stedwin\12215b21.OUT Page 2 44 444.00 169.00 480.00 190.00 1 45 480.00 190.00 510. 00 214. 00 4 I 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 I 51 684.00 226.00 726.00 232.00 1 52 726.00 232.00 780.00 2 41. 00 1 53 780.00 241.00 822.00 250.00 1 54 822.00 250.00 861.00 262.00 1 I 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 I 59 273.00 115.00 423.00 169.00 1 60 294.00 100.00 4 41. 00 148.00 2 61 4 41. 00 148.00 528.00 172. 00 2 62 528.00 172. 00 597. 00 187.00 2 I 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 I 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 I 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 I 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 I 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 I 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. I 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 . 0 .0 .00 .0 1 I 5 130.0 130.0 100.0 15.0 .00 .0 1 ANISOTROPIC STRENGTH PARAMETERS 1 soil type(s) Soil Type 4 Is Anisotropic I Number Of Direction Ranges Specified 2 Direction Counterclockwise Cohesion Friction Range Direction Limit Intercept Angle No. (deg) (psf) (deg) I 1 .0 250.0 25.0 2 90.0 .0 25.0 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED Unit Weight of Water= 62.40 Piezometric Surface No. 1 Specified by 9 Coordinate Points I Point X-Water Y-Water No. (ft) (ft) 1 24.00 25.00 2 294.00 100.00 I I I I I I I I I I I I I I I I I I I I I H:\12215-00\stedwin\12215b21.0UT Page 3 3 4 5 6 7 8 9 441. 00 528.00 597.00 720.00 900.00 990.00 1107. 00 148.00 172. 00 187.00 214.00 244.00 259.00 283.00 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. 400 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 No. (ft) (ft) 1 294.00 95.50 2 441.00 143.50 3 528.00 169.00 4 597 .00 185.50 5 720.00 212.50 6 900.00 242.50 7 900.02 242.50 X-Right (ft) 303. 00 441.01 528.01 597.01 720.01 900.01 990. 00 Y-Right (ft) 98.50 143.50 169.00 185.50 212.50 242.50 257.50 Height (ft) 9.00 9.00 6.00 3.00 3.00 3.00 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 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 74 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 1.1 37.2 . 0 .o . 0 . 0 .0 . 0 .0 2 9.9 6832. 7 .o .0 . 0 . 0 .0 . 0 .0 3 4.5 7166. 6 .0 . 0 .0 .0 . 0 .0 . 0 4 1. 3 2567. 5 .0 . 0 .0 .0 . 0 .0 . 0 5 9.0 20962.1 . 0 . 0 .0 .0 . 0 .0 .0 6 6.9 20315.4 . 0 .0 .0 . 0 . 0 . 0 .0 7 2.1 6784. 6 .o .0 . 0 . 0 . 0 .0 .0 8 3.2 10742.8 .0 .0 . 0 . 0 .0 . 0 .0 9 5.9 20461.1 .0 .0 . 0 . 0 .0 . 0 .0 10 8.3 30561.7 .0 . 0 . 0 . 0 .0 . 0 . 0 I I H:\12215-00\stedwin\12215b21.0UT Page 4 11 6.6 27983.9 . 0 .0 . 0 .0 . 0 .o . 0 12 .0 51.2 . 0 .o . 0 .0 . 0 .0 . 0 I 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 .o . 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 I 18 6.0 47779.8 . 0 . 0 .0 .0 .0 .0 .0 19 . 4 324 3. 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 I 22 1. 5 15383.9 .0 291. 4 .0 .0 .0 . 0 .0 23 2.0 21299.5 .0 438.2 .0 .0 .o . 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 I 26 33.0 305427.9 .o 8172.2 .0 . 0 . 0 .o . 0 27 24.0 200436.5 . 0 6349.4 . 0 . 0 . 0 . 0 . 0 28 .0 83.6 .o 2.7 . 0 .o . 0 . 0 .0 29 18.0 154432.5 .0 4983.7 .o .0 . 0 .0 .o I 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 .o .0 .o .0 33 3.0 23531.1 .0 905.8 .0 .0 .0 .0 .o 34 36.0 272690. 7 .0 9245.9 .o .0 .o .0 .o I 35 18.0 128717.0 .0 34 93. 4 .0 .0 .0 .0 .o 36 12.0 80495.8 .0 1910.6 .0 .0 .0 .o .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 I 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 I 43 6.0 38132.8 . 0 690.4 . 0 . 0 . 0 .0 .o 44 3.0 18950.4 . 0 347.9 . 0 . 0 .0 . 0 .0 45 33.0 202762.0 .0 4036.2 . 0 .0 .0 .o .0 46 6.0 35704.9 . 0 777.0 . 0 . 0 .0 . 0 . 0 I 47 42.0 237871.9 . 0 5811. 4 . 0 .o .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 .o . 3 .0 .0 . 0 . 0 .0 51 6.0 33088.3 .o 965.1 .o .0 . 0 . 0 .0 I 52 3.0 16653.8 .o 478.1 .o .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 I 56 9.0 57268.1 .o 1126.6 .0 .0 .0 .0 . 0 57 30.0 196923.4 .0 3553.4 . 0 .o .0 .0 .0 58 18.0 123202.1 .0 1982.9 . 0 .0 . 0 .0 .o 59 12.0 84411. 2 . 0 1259.8 . 0 . 0 . 0 .o . 0 I 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 .o 281.1 . 0 .0 .0 .0 .0 I 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 .o .0 .0 .o .0 68 8.2 63346.5 .0 . 0 .o .0 .o .o .0 I 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 .o .0 .0 . 0 72 13.5 34420.9 . 0 . 0 .0 .0 .0 . 0 . 0 I 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 I I I I H:\12215-00\stedwin\12215b21.OUT Page 5 No. (ft) (ft) 1 190.34 163.00 2 197.48 157.80 I 3 216.60 151. 93 4 232.65 139.99 5 246.81 125.86 6 266.23 121.11 I 7 281. 09 107.72 8 297 .17 95.83 9 441. 00 139.66 10 528.00 170.71 I 11 597. 01 184.45 12 720.01 212.53 13 900.00 243.89 14 969.10 253.55 I 15 981.87 268.95 16 986.26 288.46 17 999.35 303.58 18 1012.03 319.05 I 19 1022.97 330.00 *** 2.116 *** Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 190.34 163.00 2 197.48 157.80 3 216.60 151. 93 4 232.65 139.99 I 5 246. 81 125.86 6 266.23 121.11 7 281.09 107. 72 8 297.17 95.83 I 9 441.00 139.66 10 528.00 170. 71 11 597.01 184.45 12 720. 01 212.53 I 13 900.00 243.89 14 969.10 253.55 15 981. 87 268.95 16 986.26 288.46 17 999.35 303.58 I 18 1012.03 319.05 19 1022.97 330.00 *** 2.116 *** Failure Surface Specified By 19 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 190.34 163.00 2 197. 4 8 157.80 I 3 216.60 151.93 4 232.65 139.99 5 246.81 125.86 6 266.23 121.11 I 7 281.09 107. 72 8 297.17 95.83 9 441. 00 139.66 10 528.00 170.71 11 597.01 184.45 I 12 720. 01 212.53 13 900.00 243.89 14 969.10 253.55 15 981.87 268.95 I 16 986.26 288.46 17 999.35 303.58 18 1012.03 319.05 19 1022.97 330.00 I I I I H:\12215-00\stedwin\12215b21.OUT Page 6 *** 2.116 *** Failure Surface Specified By 17 Coordinate Points I Point X-Surf Y-Surf No. (ft) (ft) 1 204.32 163.00 2 219.40 153. 43 3 234.12 139.89 I 4 250.82 128.89 5 267.59 117. 99 6 283.32 105.63 7 301. 63 97.59 I 8 441.01 146.89 9 528.00 170.80 10 597.00 184.94 11 720.01 211. 78 I 12 900.01 241. 70 13 970.07 254.42 I 14 980.49 271. 4 9 15 986.15 290.67 I 16 987.86 310.60 17 999.53 325.71 *** 2.215 *** Failure Surface Specified By 17 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) 1 204.32 163.00 2 219.40 153.43 3 234.12 139.89 I 4 250.82 128.89 5 267. 59 117. 99 6 283.32 105.63 7 301. 63 97.59 I 8 441.01 146.89 9 528.00 170.80 10 597.00 184.94 11 720.01 211. 78 I 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 I 17 999.53 325.71 *** 2.215 *** Failure Surface Specified By 17 Coordinate Points Point X-Surf Y-Surf I No. (ft) (ft) l 204.32 163.00 2 219.40 153.43 3 234.12 139.89 I 4 250.82 128.89 5 267.59 117. 99 6 283.32 105.63 7 301.63 97. 59 I 8 441.01 146. 89 9 528.00 170. 80 10 597.00 184.94 11 720.01 211. 78 I 12 900.01 241.70 13 970.07 254.42 14 980.49 271. 4 9 15 986.15 290.67 16 987.86 310.60 I 17 999.53 325. 71 *** 2.215 *** Failure Surface Specified By 18 Coordinate Points Point X-Surf Y-Surf I I I I H:\12215-00\stedwin\12215b21.OUT Page 7 No. (ft) (ft) 1 201. 97 163.00 I 2 217.08 150.18 3 232.29 137.19 4 247.23 123.89 5 266.20 117. 55 I 6 283.24 107.08 7 301. 79 99.60 8 4 41. 00 141.24 9 528.00 169.74 10 597.01 186.28 I 11 720. 01 212 .13 12 900.00 243.83 13 973.39 255.26 14 985.06 271.50 I 15 987.58 291.34 16 1001. 71 305.49 17 1015.85 319.63 18 1021.06 329.68 I *** 2.236 *** Failure Surface Specified By 18 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 211. 51 163. 00 2 222.51 154.03 3 237.06 140.31 4 252.75 127.91 5 267. 38 114. 28 I 6 283.49 102.43 7 302.28 95.57 8 441.01 144.24 9 528.00 169.50 I 10 597.01 184.90 11 720.00 212.72 12 900.00 241.01 13 973. 76 256.07 I 14 985.98 271.90 15 993.69 290. 35 16 1006.70 305.54 17 1017. 62 322.30 I 18 1025.48 330.41 *** 2.305 *** Failure Surface Specified By 19 Coordinate Points Point X-Surf Y-Surf No. (ft) (ft) I 1 191. 67 163.00 2 197.80 161. 79 3 213. 58 149.51 4 233.57 148.80 I 5 248.53 135.52 6 265.20 124.48 7 279.49 110.49 8 294. 22 96.96 I 9 4 41. 00 145.14 10 528.01 17 0. 62 11 597.00 185.53 12 720. 01 211. 74 I 13 900.00 241. 21 14 962. 07 253.84 15 974. 97 269.12 16 988.88 283.50 17 997.42 301.58 I 18 1008.17 318.44 19 1011. 74 328.12 *** 2.306 *** I I I I I I I I I I I I I I I I I I I I I h:\12215-00\stedwin\12215bc2.0UT 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:12215bc2.0UT 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 Type No. (ft) (ft) (ft) (ft) Below Bnd 1 .00 49.00 2 11.00 45.00 3 49.00 45.00 4 68.00 49.00 5 78.00 49.00 6 132.00 83.00 7 164. 00 86.00 8 200.00 84.00 9 203.00 78.00 10 227.00 75.00 11 233.00 79.00 12 243.00 86.00 13 273.00 112. 00 14 289.00 124.00 15 315.00 147.00 16 342.00 140. 00 17 372. 00 144.00 18 398.00 151. 00 19 372. 00 144.00 20 376. 00 142.00 21 390.00 140.00 22 406.00 134.00 23 413.00 131.00 24 447.00 120.00 25 289.00 124.00 26 273.00 112. 00 27 243.00 86.00 28 233.00 79.00 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 Intercept (psf) 500.0 50.0 200.0 11.00 49.00 68.00 78.00 132.00 164. 00 200.00 203.00 227.00 233.00 243.00 273.00 289.00 315.00 342.00 372. 00 398.00 466.00 376.00 390.00 406.00 413.00 447.00 466.00 342.00 376.00 406.00 413.00 Friction Angle (deg) 38.0 15.5 33.0 45.00 45.00 49.00 49.00 83.00 86.00 84.00 78.00 75.00 79.00 86.00 112. 00 124.00 147.00 140.00 144.00 151.00 151. 00 142.00 140. 00 134.00 131. 00 120.00 120.00 140.00 142.00 134.00 131.00 Pore Pressure Pressure Constant Param. .00 .oo .00 (psf) . 0 .0 .0 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 2 3 3 2 1 1 2 1 1 2 1 2 1 Piez. Surface 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 I I I I I I I I I I I I I I I I I I I h:\12215-00\stedwin\12215bc2.OUT Page 3 *** 1.041 *** Failure Surface Specified By 4 Coordinate Points 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 Coordinate Points 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 Coordinate Points 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 Point Surface Specified By 4 Coordinate Points No. 1 2 3 4 *** X-Surf Y-Surf (ft) (ft) 275.42 113.82 372.43 143.78 372.43 143.78 372.64 144.17 1.057 *** I I I I I I I I I I I I I I I I I I I Box No. 1 2 X-Left (ft) 233.00 406.00 Y-Left (ft) 79.00 134.00 X-Right (ft) 243.00 413.00 h:\12215-00\stedwin\12215bc4.0UT Y-Right (ft) 86.00 131.00 Height (ft) .00 .00 Following Are Displayed The Ten Most Critical Of The Trial Slice No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 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 10 412.99 146.17 11 413.95 147.93 12 414.90 149.68 13 415.62 151.00 *** 1.010 *** Individual data on the 21 slices Water Water Tie Tie Earthquake * * Force Force Force Force Force Surcharge Width Weight Top Bot Norm Tan Hor Ver Load (ft) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 10.0 2481.9 . 0 .0 . 0 .0 . 0 . 0 .0 30.0 48394.1 .0 . 0 .0 .0 .0 .0 . 0 16.0 50872 .1 .0 . 0 .0 .0 .0 . 0 . 0 26. 0 120326.2 .0 .0 .o .o .0 . 0 . 0 27 .0 123580.9 .0 .0 .0 .0 .0 .0 .0 30.0 95130.1 .0 .0 . 0 .0 .o . 0 .o 4.0 11204. 8 .0 .0 .0 .0 . 0 . 0 .0 14.0 38227.5 . 0 .0 . 0 . 0 . 0 . 0 .0 8.0 21073.6 .0 .0 . 0 .o .0 .0 .0 8.0 19345.9 .0 .0 .0 .0 .0 .0 . 0 . 3 697.7 .0 .o .0 .0 .o .0 . 0 1.0 2016.6 .0 .0 .0 .0 .0 . 0 . 0 1. 0 1798. 6 .0 .0 .0 .0 . 0 . 0 .0 1.0 1580.5 .0 .0 .0 .0 .0 .0 .0 1.0 1362.5 .0 .0 .0 .o . 0 .0 . 0 1.0 1144.4 .0 .0 . 0 . 0 .0 . 0 .0 1.0 926. 4 . 0 .0 .0 .0 .0 .0 . 0 1.0 708.3 .0 .0 . 0 .0 .0 . 0 . 0 1.0 490.3 .0 .0 .0 .0 .0 . 0 . 0 1.0 272.2 .o .0 .0 .0 . 0 . 0 . 0 . 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. 4 3 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 12 414.78 149. 73 Page 2 I I I I I I I I I I I I I I I I I I I 13 *** 415.47 1. 010 h:\12215-00\stedwin\12215bc4.0UT Page 3 151. 00 *** Failure Surface Specified By 13 Coordinate Points Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 X-Surf (ft) 234.12 406.05 406.05 407.00 407.95 408.91 409.86 410.82 411. 77 412.73 413.68 414.63 415. 29 Y-Surf (ft) 79. 79 133. 98 133.98 135.74 137.50 139. 25 141.01 142.77 144.53 146.28 148.04 149.80 151.00 *** 1.014 *** Failure Surface Specified By 13 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 *** Failure Point No. 1 2 3 4 5 6 7 8 9 10 11 12 13 Surface Specified By 13 X-Surf Y-Surf (ft) (ft) 233.39 79.27 407.34 133.43 407.34 133.43 408.29 135.18 409.25 136.94 410.20 138.70 411.15 140.46 412.11 142.21 413.06 143.97 414.02 145.73 414.97 147.49 415.93 149.25 416.88 151.00 *** 1.025 *** Failure Point No. 1 2 3 4 5 6 7 8 9 10 Surface Specified By 13 X-Surf Y-Surf (ft) (ft) 233.62 79.43 407.22 133.48 407.22 133.48 408.18 135.23 409.13 136.99 410.08 138.75 411.04 140.51 411.99 142.26 412.95 144.02 413.90 145.78 Coordinate Points Coordinate Points Coordinate Points I I I I I I I I I I I I I I I I I I I 11 12 13 *** 414.86 415.81 416.74 1.025 *** 147.54 149.30 151.00 Failure Point Surface Specified By 13 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 *** X-Surf Y-Surf (ft) (ft) 234.29 79.90 406.87 133.63 406.87 133.63 407.83 135.38 408.78 137.14 409.74 138.90 410.69 140.66 411.64 142.41 412.60 144.17 413.55 145.93 414.51 147.69 415.46 149.44 416.31 151.00 1.025 *** Failure Point Surface Specified By 13 X-Surf Y-Surf No. 1 2 3 4 5 6 7 8 9 10 11 12 13 *** (ft) (ft) 234.52 80.06 406.76 133.68 406.76 133.68 407.71 135.43 408.67 137.19 409.62 138.95 410.57 140. 71 411.53 142.46 412.48 144.22 413.44 145.98 414.39 147.74 415.35 149.49 416.16 151.00 1.026 *** Failure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 235.17 80.52 2 406.72 133.69 3 406.72 133.69 4 407.68 135.45 5 408.63 137.21 6 409.59 138.96 7 410.54 140. 72 8 411.49 142.48 9 412.45 144.24 10 413.40 145.99 11 414.36 147.75 12 415.31 149.51 13 416.12 151.00 *** 1.030 *** Failure Surface Specified By 13 Point X-Surf Y-Surf No. (ft) (ft) 1 235.39 80.68 2 406.61 133.74 3 406.61 133.74 4 407.56 135.50 5 408.51 137.26 6 409.47 139.01 7 410.42 140.77 8 411.38 142.53 h:\12215-00\stedwin\12215bc4.OUT Page 4 Coordinate Points Coordinate Points Coordinate Points Coordinate Points