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17 35 .73 3.11 52. 28 11. 99 15.8 2 0.00 15071. 99 2199. 27 9264. 51 0.89 18 38 .83 3.17 55. 92 12. 50 19.8 2 0.00 16165. 98 2199. 23 9337. 28 0.88 19 42 .00 2.91 58. 45 13. 60 19.8 2 0.00 15453. 14 1875. 26 9503. 99 0.88 20 44 .91 2.09 60. 95 19. 58 23.8 2 0.00 11414. 79 1315. 35 4969. 99 0.87 21 47 .00 1.91 62. 00 15. 46 23.8 2 0.00 10408. 35 1133. 83 4460. 47 0.87 22 48 .91 1.91 62. 00 16. 30 23.8 2 0.00 10217. 64 1071. 93 4374. 73 0.87 23 50 .81 2.86 62. 00 17. 47 27.8 2 0.00 14902. 33 1515. 64 4110. 56 0.87 29 53 .67 2.86 62. 00 18. 98 27.8 2 0.00 19391. 39 1322. 71 3959. 43 0.A7 25 56 .53 2.74 62. 00 20. 58 31.0 2 0.00 13307. 20 1107. 99 3662. 02 0.87 26 59 .27 2.74 62. 00 22. 28 31.0 2 0.00 12752. 59 871. 50 3493. 86 0.87 27 62 .01 2.62 62. 00 24. 07 35.7 2 0.00 11614. 82 613. 81 3187. 33 0.87 20 64 .63 2.62 62. 00 25. 95 35.7 2 0.00 11027. 20 334. 91 3003. 52 0.87 29 67 .25 1.52 62. 00 27. 53 39.7 2 0.00 6099. 30 59. 70 2727. 24 0.88 30 68 .77 1.72 62. 00 28. 87 39.7 2 D.DD 6650. 91 D. DD 2609. 19 D.88 31 70 .49 1.72 62. 00 30. 30 39.7 2 0.00 6364. 97 0. 00 2494. 03 0.88 32 72 .22 2.33 62. 00 32. 14 43.7 2 0.00 8104. 27 0. 00 2237. 61 0.89 33 74 .55 2.33 62. 00 34. 37 43.7 2 0.00 7985. 17 0. 00 2066. 68 0.89 34 76 .88 2.17 62. 00 36. 67 47.7 2 0.00 6373. 18 0. 00 1794. 35 0.91 35 79 .06 2.17 62. 00 39. 06 47.7 2 0.00 5756. 22 0. 00 1620. 64 0.91 36 81 .23 2.00 62. 00 91. 52 51.7 2 0.00 4717. 18 0. 00 1361. 52 0.93 37 83 .23 2.00 62. 00 99. 05 51.7 2 0.00 4114. 21 0. 00 1187. 49 0.93 38 85 .23 1.82 62. 00 96. 65 55.7 z D.DD 3179. 68 0. 00 996. 19 0.96 39 87 .05 1.82 62. 00 99. 31 55.7 2 0.00 2602. 90 0. 00 774. 36 0.96 40 88 .87 3.26 62. 00 53. 93 59.6 2 0.00 3069. 66 0. 00 472. 87 1.00 41 92 .13 2.87 62. 00 59. 11 63.6 1 0.00 853. 81 0. 00 143. 09 1.08 DATA: Analysis 2 - 100-foot Setback to Hwy BS ROW, vertical hi-wall Material and Water Properties (4 materials) Material: 1 (Mohr-Coulomb Isotropic) -Overburden Cohesion Phi Unitweight Ru 0.00 33.0 103.00 1.10 Material: 2 (Mohr-Coulomb Isotropic) - Sand and Gravel Cohesion Phi Unitweight Au 0.00 35.0 119.00 1.10 Material: 3 (Mohr-Coulomb Isotropic) - Weathered Claystone Cohesion Phi Unitweight Ru 0.00 14.0 116.00 1.10 Material: 9 (Mohr-Coulomb Isotropic) - Claystone Bedrock Cohesion Phi Unitweight Ru 500.00 26.0 116.00 1.10 Unit weight of water: 62.450 Unit weight of water/medium above ground: 62.950 Material Prof ilea (4 profiles) Profile: 1 (2 points) Material beneath: 1 - Overburden -50.00 62.00 150.00 62.00 Profile: 2 l2 poin[sl Material beneath: 2 - Sand and Gravel -50.00 57.00 150.00 57.00 Profile: 3 (2 points) Material beneath: 3 - Weathered Claystone -50.00 10.00 150.00 10.00 Profile: 4 (2 points) Material beneath: 9 -Claystone Bedrock -50.00 7.50 150.00 7.50 Slope Surface (7 points) -50.00 10.00 -10.00 10.00 -8.50 8.00 -4.90 62.00 150.00 62.00 Phreatic Surface (5 points) -50.00 10.00 -5.00 10.00 -4.99 15.00 Distributed loads h load) LOdd %-Leff Pressure x-Right Pressure 1 120.10 300.0 190.00 300.0 Failure Surface Circular eurface defined by: XL, XR,R Circle centre: XC: -2.46 YC: Intersections: %L: -26.33 YL: Generated failure surface (20 points) -26.33 10.00 -19.09 10.49 8.22 17.82 45.97 18.29 52.58 76.92 39.03 81.61 121.85 Circle radius: R 10.00 XR: 95.00 YR 8.69 -11.68 7.85 9.29 25.06 10.89 21.59 58.95 25.37 44.31 86.45 99.91 -6 .50 8.00 -5 .00 10 .00 115 .00 37.00 150 .00 37 .00 114.37 62.00 -4.29 7.50 3.11 7.62 32.19 12.86 39.17 15.33 65.06 29.54 70.90 39.10 90.92 55.82 95.00 62.00 RESULTS: Analysis 2 - 100-foot Setback to Hwy 85 ROW, vertical hi-wall Eiehop Simplified Method of Analysis - Cirular Pailure Surface