2005-06-24_REVISION - M2000016 (6)

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40 81.56 0.77 36.00 32.52 SI.1 Z 0.00 255.31 52.45 197.24 0.06 41 82.73 2.37 36.00 34.50 51.7 1 4.00 120.42 0.00 70.46 0.07 DATA: Analyaia 6 - Plant Acea, worth and west - 6~ OB Material and Water Properties (4 materials) Material: 1 (Mohr-COUlanb isotropic) -Overburden Cohesion Phi Uni[Weight Ru 9.00 34.0 90.00 1.10 Material: 2 (Mohr-Coulomb Isotcopic) - Sand and travel Cohesion Phi UnitWeighC Ru 0,00 35.0 130.00 1.10 Material: 3 (MohrCoulomb Isotropic) -Weathered Claya[one Cohesion Phi Unicweighc Ru 0.00 14.0 125.00 1.10 Material: 4 (Mohr-Coulomb Isotcopic) -Intact Bedrock Caheaion Phi UnitWeight Au 700.00 26.0 125.00 1.10 Unit weight of water: fi2.950 Unit weight of eater/medium above ground; 62.450 Material Profiles (4 profileal Profile: t (1 points) Material beneath: 4 - Intact Bedrock -10.00 0.00 120.00 0.00 Profile: 2 (2 points) Material beneath: 3 - Weathered Claystone -10.00 4.00 120.00 4.00 Profile: 3 (2 points) Material beneath: 2 -Sand and Gravel -10.00 33.00 120.00 13.00 Profile: M1 11 points) Material beneath: 1 - Overburden -10.00 55.00 720.00 55.00 Slope Surface (4 points) -10,00 0.00 0.00 0.00 19.50 Phcea[ic Surface (11 points) o.on D.DO 2.00 a.oa a.oD 22.00 20.a0 32.00 22.20 52.00 120.0!) 27.00 Pailure Szface Circular surface defined hy: XL, xR,R 39 .00 120 .00 ?9 .00 e .oD 7. aD 17. 70 24 .30 88 .50 78 .00 Circle centre: RC:- 8.82 YC: 94.10 Circle radius: R: 94.10 Intersections: 2U,: 0.20 YL: 0.40 XR; 85.10 YR: 39.00 Generated failure surface (20 points) 0.20 0.40 5.32 0.0T 10 .46 0.02 15. 59 0.25 25.'17 1.54 30.80 2.61 35 .76 3.94 40. 63 5.59 50,09 9.54 54.64 11.91 59 .06 14.54 63. 32 17.39 71,36 23.79 75.10 27.30 78 .64 31.02 81. 98 74.92 12.00 16.70 114.50 38.00 20.70 0.76 45.42 7.41 67.43 20.48 05.10 39.00 RESULTS: Analyai9 6 - Plant Area, North and Weat - 6' OB Bishop Simplified Method of Analysis - Circulaz Pailure Surface Factor :if Safety: 0.98 Slice Geometry and Properties (41 slices} Slice x-Left width Y-Top Y-Base 1 0. 20 1.80 2. 20 0.34 2 2. 00 2.00 6. 00 0.22 3 4. 00 1,32 9. 32 0.11 4 5. 32 2,57 13. 22 0.06 5 7. 89 2.57 18. 35 0.03 6 10. 46 2.56 13. 48 O.OB 7 13. 02 2.56 28. 61 0.19 0 15. 59 0.91 31. 09 0.29 9 16. 50 1.50 74. 50 0.41 10 18. 00 1.50 37. 50 0.56 11 19. 50 1.20 39. 00 0.70 12 20. 70 2.54 39. 00 0.95 13 23. 24 2.54 39. 00 1.35 14 25. 77 2.51 39. 00 1.81 15 20. 28 2.51 39. 00 2.34 16 30. 80 2.48 39. 00 2.94 17 33. 28 2.48 39. 00 3.61 18 J5. 76 2.44 39. 00 4.34 19 38. 19 2.49 39. 00 5.19 20 40. 63 2.39 39. 00 6.01 21 43. 02 2,39 39. 00 6.94 Base 0ase Base Angle Matl Cohesion -3.7 3 0.00 -3.7 3 0.00 -3.7 3 0.00 -0.6 3 0.00 -0.6 3 0.00 2.6 3 0,00 2.6 3 0.00 5.7 3 0.00 5.7 3 0.00 5.7 3 0.00 5.7 3 0.00 8.8 3 0.00 8.8 3 0.00 11.9 3 0.00 11.9 3 0.00 15.1 3 0.00 15.1 3 0.00 78.2 2 0.00 18.2 2 0.00 21.3 2 0.00 21.3 2 0.00 Total Weight 910.07 1465.19 1560.26 4391.93 60b3.31 7754,54 9428.26 3149.31 6530.02 6907.01 5660.49 11901.26 11176.50 11514.29 11347.49 11013.95 10807.11 10404.16 10149.96 9683.10 4392.81 PoreWater Porte 209.30 723.52 730.4) 1705.75 2165.42 2619.09 2183.95 1027.16 1116.07 1754.26 1429.13 3116.07 3127.22 ]125.98 3113.30 3088.79 3023.51 2997.12 2859.65 2761.20 2651.77 Normal Teat Stress Factor 234,20 1.02 738.79 1.02 1188.89 1.02 1693.60 1.00 2365.53 1.00 3000.80 0.99 3646.73 0.99 4040.90 0.98 4273.96 0.9A 9519.71 0.98 4635.55 0.9A 4558.96 0.97 4511.81 0.97 4412.11 0.97 4340.84 0,97 4235.02 0.97 9155.30 0.97 3673.00 0.85 3582.11 0.85 3400.60 0.84 3296.39 0.84