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---------------- <br />Load X-Left Pr¢eeure <br />1 120.10 300.0 <br />Failure Surface <br />Circular surface defined by: XL, XR,R <br />Circle centre: XC: 17.91 YC: <br />Intersections: XL: -9.05 YL: <br />Generated failure surface (20 points) <br />-9.05 10.49 2.29 <br />27.99 8.11 34.37 <br />58.97 18.26 63.96 <br />82.69 39.37 86.43 <br />X-Right Pressure <br />140.00 300.0 <br />89.25 Circle radius: R: 81.76 <br />10.49 XR: 95.00 YR: 62.00 <br />9.00 8.63 8.02 15.08 7.59 21.55 7.57 <br />9.16 40.b5 10.71 96.78 72.75 52.79 15.27 <br />21.69 69.15 25.53 74.03 29.78 78.55 34.90 <br />44.64 89.79 50.20 92.61 55.99 95.00 62.00 <br />RESULTS: Analysis 3 - 100-foot Setback, toe of slope to Hwy 85 ROW, sloped to ROW line <br />Bishop Simplified Method of Analysis - Circular Failure Surface <br />Factor of Safety: 1.06 <br />Slice Geometry and Properties (40 slices) <br />Slice X-Left Width Y-Top Y-Base <br />1 -4. 05 2.09 11. 09 10. 25 <br />2 -1. 96 2.10 12. 13 9. 75 <br />3 0. 14 2.10 13. 22 9. 25 <br />9 2. 24 3.20 14. 60 8. 76 <br />5 5. 44 3.20 16. 26 0. 26 <br />6 8. 63 3.22 17. 93 7. 90 <br />7 11. 86 3.22 19. 60 7. 66 <br />8 15. 08 3.23 21. 28 7. 55 <br />9 19. 31 3.23 22. 96 7. 56 <br />10 21. 55 3.22 24. 64 7. 70 <br />11 24. 77 3.22 26. 32 7. 98 <br />12 27. 99 3.19 27. 98 8. 37 <br />13 31. 18 3.19 29. 64 8. 90 <br />14 34. 37 1.70 30. 91 9. 37 <br />15 36. 07 1.70 31. 80 9. 79 <br />16 37. 76 2.88 32. 99 10. 36 <br />17 40. 65 3.07 39. 53 11. 22 <br />18 43. 71 3.07 36. 13 12. 24 <br />19 46. 78 2.98 37. 70 13. 38 <br />20 49. 76 2.98 39. 25 14. 64 <br />21 52. 74 2.07 40. 77 16. 02 <br />22 55. 60 2.87 42. 26 17. 51 <br />23 58. 97 2.79 93. 72 19. 11 <br />24 61. 21 2.74 45. 19 20. 83 <br />25 63. 96 2.60 46. 53 22. 65 <br />26 66. 55 2.6D 47. 99 24. 57 <br />27 69. 15 1.71 49. 00 26. 28 <br />28 70. 06 1.71 99. 89 27. 77 <br />29 72. 57 1.46 50. 71 29. 15 <br />30 74. 03 2.26 51. 68 30. 99 <br />31 76. 29 2.26 52. 96 33. 25 <br />32 78. 55 2.07 53. 98 35. 64 <br />33 BO. fi2 2.07 55. 06 38. 13 <br />34 82. 69 2.69 56. 30 91. 26 <br />35 85. 38 1.05 57. 27 43. 90 <br />36 86. 43 1.66 57. 98 46. 03 <br />37 88. 09 1.66 58. 84 48. 81 <br />38 89. 79 2.86 60. 01 53. 09 <br />39 92. 61 0.90 fi0. 86 56. 50 <br />40 93. 01 1.99 61. 98 59. 50 <br />Base Bdae Base <br />Angle Matl Cohesion <br />-13.3 2 0.00 <br />-13.3 3 0.00 <br />-13.3 3 0.00 <br />-8.8 3 0.00 <br />-8.8 3 0.00 <br />-4.3 3 0.00 <br />9.3 3 0.00 <br />0.3 3 0.00 <br />0.3 3 0.00 <br />4.0 3 0.00 <br />4.8 3 0.00 <br />9.3 3 0.00 <br />9.3 3 0.00 <br />13.9 3 0.00 <br />13.9 3 0.00 <br />13.9 2 0.00 <br />18.4 2 0.00 <br />18.9 2 0.00 <br />22.9 2 0.00 <br />22.9 2 0.00 <br />27.5 2 0.00 <br />27.5 2 0.00 <br />32.0 2 0.00 <br />32.0 2 0.00 <br />36.5 2 0.00 <br />36.5 2 0.00 <br />41.1 2 0.00 <br />41.1 2 0.00 <br />91.1 2 0.00 <br />45.6 2 0.00 <br />45.6 2 0.00 <br />50.1 2 0.00 <br />50.1 2 0.00 <br />59.7 2 0.00 <br />54.7 2 0.00 <br />59.2 2 0.00 <br />59.2 2 0.00 <br />63.7 2 0.00 <br />68.3 2 0.00 <br />68.3 1 0.00 <br />Total <br />Weigh[ <br />196.09 <br />592.61 <br />987.56 <br />2208.13 <br />3022.83 <br />3827.77 <br />4560.65 <br />5261.09 <br />5901.99 <br />6470.90 <br />7011.77 <br />7428.77 <br />7869.23 <br />9396.66 <br />9992.33 <br />7765.58 <br />8509.39 <br />8718.97 <br />8615.13 <br />8717.15 <br />8447.40 <br />8447.41 <br />8026.94 <br />7933.00 <br />7383.09 <br />7205.61 <br />4622.15 <br />4499.94 <br />3736.73 <br />5583.38 <br />5278.18 <br />4522.73 <br />4176.51 <br />4814.12 <br />1669.39 <br />2327.38 <br />1927.10 <br />2217.31 <br />183.47 <br />406.85 <br />PoreWater <br />Porce <br />100.41 <br />309.40 <br />518.92 <br />1193.19 <br />1442.18 <br />1645.82 <br />1829.91 <br />1977.39 <br />2104.75 <br />2206.08 <br />2281.41 <br />2330.50 <br />2353.32 <br />1274.08 <br />1265.37 <br />2130.37 <br />2263.96 <br />2181.68 <br />2073.45 <br />1939.23 <br />1779.45 <br />1594.13 <br />1383.85 <br />1198.58 <br />889.08 <br />605.34 <br />243.78 <br />81.26 <br />0.00 <br />0.00 <br />0,00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />o.Do <br />0.00 <br />0.00 <br />0.00 <br />Normal Test <br />Stress FactoY <br />102.71 1.22 <br />290.03 1.09 <br />483.25 1.09 <br />703.85 1.05 <br />964.90 1.05 <br />1199.33 1.02 <br />1929.71 1.02 <br />1626.16 1.00 <br />1824.20 1.00 <br />1982.82 0.98 <br />2197.90 0.98 <br />2268.71 0.98 <br />2400.39 0.98 <br />2460.88 0.97 <br />2513.87 0.97 <br />2915.59 0.89 <br />2399.88 0.86 <br />2451.28 0.86 <br />2401.01 0.85 <br />2418.71 0.85 <br />2332.23 0.89 <br />2317.56 0.89 <br />2196.74 0.83 <br />2151.22 0.83 <br />1997.94 0.84 <br />1923.22 0.84 <br />1754.71 0.89 <br />1683.14 0.84 <br />1628.05 0.84 <br />1473.32 0.85 <br />1342.78 O.BS <br />1217.93 0.87 <br />1129.70 0.87 <br />925.68 0.89 <br />820.90 0.89 <br />666.48 0.93 <br />551.86 0.93 <br />331.12 0.97 <br />172.00 1.02 <br />80.90 1.06 <br />DATA: Analysis 9 - 100-foot Setback, toe of elope to Hwy 85 ROW, sloped to property line <br />Material and Water Properties 19 materials) <br />Material: 1 (Mohr-Coulomb Isotropic) <br />Cohesion Phi Unitweight Au <br />0.00 33.0 103.00 1.10 <br />Material: 2 (Mohr-Coulomb Isotropic) <br />Coheaion Phi Unitweight Ru <br />0.00 35.0 119.00 1.10 <br />Material: 3 (Mohr-Coulomb Isotropic) <br />Cohesion Phi Unitweight Ru <br />0.00 14.0 116.00 1.10 <br />MdteTial: 9 (Mohr-Coulomb Isotropic) <br />Coheaion Phi Unitweight Ru <br />500.00 26.0 116.00 1.10 <br />Overhurden <br />Sand and Gravel <br />Weathered Claystone <br />Clayatone Bedrock <br />Unit weight of water: 62.950 Unit weight of water/medium above ground: 62.950 <br />