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33 277 .53 8.24 114. 88 105. 35 24.8 1 150. 00 7857 .10 0.00 820 .08 0.99 34 285. 77 8.24 117. 63 109. 15 29.8 1 150. 00 6985 .14 0.00 725. 33 0.99 35 294 .01 8.17 120. 37 113. 03 25.8 1 150. 00 5990 .40 0.00 610 .94 0.99 36 702 .19 8.17 123. 09 116. 97 25.8 1 150. 00 5002 .38 0.00 510 .35 0.99 37 310 .36 7.64 125. 73 120. 87 26.7 1 150. 00 3713 .87 0.00 394. 71 0.99 38 310 .00 8.57 127. 05 124. 95 26.7 1 150. 00 1804 .02 0.00 150 .29 0.99 DATA: Analysis 2 - Regolith thickness 16', water at 14', water table from piezo pressure in bedrock Material and Water Properties U materials) Material: 1 (MOhrCOUlomb Isotropic) - CL and GC soil Cohesion Phi Uni[Weigh[ Ru 150.00 25.0 100.00 1,10 Material: 2 (Mohr-Coulomb Isotropic) - Animas Fm. Claystone Cohesion Phi Uni[Weight Ru 400.00 25.0 120.00 1.10 Unit weight of water: 62.450 Unit weight of water/medium above ground: 62.450 Material Profiles (2 prof ilea) Profile: 1 (3 points) Material beneath: 1 - CL and GC soil 0.00 21.00 318.00 127. 00 400. 00 128. 00 Profile: 2 (3 points) Material beneath: Z - An imas Fm. Claystone 0.00 5.00 318.00 111. 00 400. 00 112. 00 Slope Surface (3 points) 0.00 21.00 318.00 127. 00 400. 00 128. 00 Phzeatic Surface (3 poin ts) 0.00 7.00 318.00 113. 00 400. 00 114. 00 Piezometric Surfaces (1 surface) Surface within profile: 2 (3 points) - Animas Fm. Claystone 0.00 7.00 318.00 113. 00 400. 00 114. 00 Failure Surface Circular surface defined by: XL, XA,R Circle centre: %C: -96.87 YC: 992 .42 Circle radius : R: InteraeCtions: XL: 0.00 YL: 21 .00 XR: 3 90.78 YR: Generated Failure surface (20 points) 0.00 21.00 21.86 22. 30 43. 68 24. 09 108.03 32.41 130.41 36. 16 151. 09 40. 40 215.69 55.98 236.71 62. 13 257. 58 68. 75 319.23 91,41 339.92 99. 88 359. 92 108. 80 972.55 127.99 65.46 26.38 87.18 29.15 173.27 95.11 194.54 50.31 278.30 75.84 298.85 83.39 379.21 110.17 398.78 127,99 RfiSULTS: Analysis 2 - Regolith thickness 16', water at 14', water table from piezo pressure in bedrock Bishop Simplified Method of Analysis - Circular Failure Surface FactOi OE Safety: 1.60 Slice Geometry and Properties (40 slices) Slice X-Left Width Y-Top Y-Base 1 0 .00 10 .93 22. 02 21 .33 2 10 .93 10 .93 26. 46 21 .98 3 21 .86 10 .91 30. 10 22 .75 4 32 .77 10 .91 33. 74 23 .65 S 43 .68 11 .09 37. 41 24 .68 6 54 .77 8 .75 40. 72 25 .72 7 63 .53 1 .93 42. 50 26 .20 8 65 .46 10 .86 44. 63 27 .07 9 76 .72 10 .86 48. 25 28 ,46 10 87 .18 10 .83 51. 86 29 .97 11 98 .01 10 .83 55. 47 31 .60 32 108 .83 10 .79 59. 08 33 .35 13 119 .62 10 .79 62. 67 35 .23 14 130 .41 10 .74 66. 26 37 .22 15 141 .15 10 .14 69. 09 39 .39 16 151 .89 ]0 .69 73. 41 41 .58 17 162 .58 10 .69 76. 98 43 .93 18 173 .27 10 .64 80. 53 46 .41 19 183. 91 10 .64 84. D8 49 .01 20 194 .54 10 .57 87. 61 51 .73 21 205 .12 10 .57 91. 13 54 .56 22 215 .69 10 .51 99. 65 57 .52 23 226 .20 10 .51 98. 15 60 .59 24 236 .71 10 .94 101. 64 63 .79 Base Base Base Angle Matl Cohesion 3.4 1 150.00 3.4 1 150.00 4.7 1 150.00 4.7 1 150.00 6.0 I 150.00 6.0 1 150.00 6.0 2 400.00 7.3 2 400.00 7.3 2 400.00 0.6 2 400.00 8.6 2 400.00 9.9 2 400.00 9.9 2 400.00 11.1 2 400.00 11.1 2 400.00 12.4 2 400.00 12.4 2 400.00 13.7 2 400.00 13.7 2 400.00 15.0 2 400.00 15.0 2 400.00 16.3 2 400.00 16.3 2 400.00 17.6 2 400.00 Total Weight 1635.38 4905.65 0025.56 11015.86 19123.fi3 13131.78 3138.34 19406.00 22316.30 24981.48 27551.00 29849.93 32072.53 33991.70 35878.09 37422.97 30969.33 40140.29 41398.86 92198.27 43021.25 43454.34 43999.03 44066.34 POreWdter Force 0.00 0.00 0.00 0.00 0.00 549.73 269.03 2432.28 3959.16 5398.69 6750.88 8015.41 9192.24 10281.10 11281.96 12199.63 13019.04 13755.02 14902.56 14961.49 15431.80 15813.40 16106.20 16310.00 Normal Test Stress Factor 141.59 0.98 435.73 0.98 710.00 0.98 970.45 0.98 1225.99 0.98 1447.84 0.98 1556.94 0.98 1700.05 0.97 1963.42 0.97 2195.21 0.97 2427.77 0.97 2627.48 0.97 2829.27 0.97 2997.13 0.96 ?168.18 0.96 3309.51 0.96 3944.97 0.96 3549.98 0,96 1660.00 0.96 3733.93 0.96 3813.63 0.96 3856.83 0.96 3906.26 0.96 3919.06 0.96