2005-06-24_REVISION - M2000016 (6)

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RBSULTS: Analyai8 3 - Phase Z, Cell 1 West Bishop Simplified Method of Analysis - Circular Failure Surface PactOr of Safety: 0.98 Slice Geometry and Properties (92 slices) Slice %-la:t Xidth Y-Top Y-Base Base Hase Base Total PoreWater Nornal Teat Angle Matl Cohesion Weight Fotce Stress Factor 1 0.16 1.79 2.26 0.45 -4.5 3 0.00 393.35 197.13 228.38 1.02 2 2.00 2.00 b.00 0.30 -4.5 3 0.00 1443.94 717.60 )29.47 1.02 3 4.00 ].68 9.60 0-16 -4.5 3 0.00 2049.19 916.61 1237.50 1.02 4 5.68 2.32 13.68 0.07 -1.2 3 O.OO 9050.73 1567.66 1754.95 1.01 5 8.00 2.32 18.31 0.02 -1.Z 3 0.00 5457.49 1917.59 2365.08 1.01 6 10.71 0.81 21.43 ~ -0.01 -1.2 9 700,00 2231,01 750.25 2800.10 1.01 7 11.11 0.42 27.66 -0.01 2.2 4 700.00 1236.86 409.93 2863.01 0.98 8 11.59 1.51 25.59 0.05 2.2 3 0.00 8270.15 2574.17 3178.40 0.99 9 19.05 2.51 30-60 0.19 2.2 3 0.00 9872-55 2700.38 3912.18 0.99 10 16.55 1.45 34.55 0.26 5.5 3 0.00 6424.79 1619.79 4358.70 0.98 11 18.00 1.98 37.98 0.43 5.5 3 0.00 9486.11 2275.00 4696.80 0.98 12 19.98 1.98 41.95 0.62 5.5 3 0.00 10146.55 3339.89 5022.75 0.98 13 11.97 2.69 44.00 0.93 8.9 3 0.00 14140.86 3249.59 5107.84 0.97 14 24'.65 2.69 44.00 1.35 8.9 3 0.00 13999.b2 3270.b9 5057.58 0.97 15 27.34 7.66 44.00 1.85 12.2 3 0-00 13682.07 3278.04 4992.71 0.97 16 30.00 2.66 44.00 7.42 12.2 3 0.00 13490.47 3271,60 4873.86 0,97 17 32.65 2.30 44.00 3.03 15.6 1 0.00 11525.99 2863.29 4748.00 0.97 18 74.96 2.30 94.00 3.68 15.6 3 0.00 11340.61 2036.99 4672.17 0.97 19 37.2b 0.63 44.00 4.09 15.6 Z 0.00 3057.86 168.51 4254.13 0.87 20 3%.89 2.57 49.00 4.62 18.9 1 0.00 12343.85 3169.75 4083.04 0.85 21 40.46 2.57 44.00 5.50 18.9 1 0.00 12048.60 3108.40 3986.45 0.85 22 43.03 2.52 44.00 6.46 22.7 2 0.00 11473.26 3033.44 3778.93 O.B4 23 9i.55 2.52 99.00 7.49 22.3 2 0.00 11135.89 2944.89 3661.85 0.84 24 40.07 2.45 44.00 8.59 25.fi 2 0.00 10998.07 2042.89 3459.95 0.83 25 50.52 2.45 44.00 9.77 25.6 2 0.00 10122.97 2721.44 3330.21 0.83 26 52.97 2.38 44.00 11.02 29.0 T 0.00 9435.91 2598.76 3122,27 0.82 27 55.35 2.38 94.OD 12.34 29.0 2 0.00 9028.39 2456.87 2974.75 0.82 28 57.72 2.30 94.00 13.72 32.3 z o.o0 8306.45 2374.48 2760.61 0.81 29 E0.02 2.30 44.00 15.18 32.3 2 0.00 7871.99 2328.03 2625.13 0.81 30 62.32 2.21 44.00 16.70 35.7 2 0.00 7130.60 2266.50 2415.61 0.81 31 1;4.57 2.21 44.00 18.28 35.7 2 0.00 6675.14 2189.91 2269.80 0.01 32 66.73 2.11 44.C0 19.93 39.0 2 0.00 5930.53 2098.38 2760.70 0.81 33 ~i8.85 2.11 44,00 21.65 39.0 Z 0.00 546D.29 1991.91 1905.10 0.81 34 '70.96 2.01 44,D0 27.42 42.4 2 D.00 4729.29 1070.60 1695-35 0.82 35 72.97 2.01 44.00 25.15 92.4 2 0,00 4250.64 1734.70 1532.43 0.82 36 14,97 1.90 44.00 27.15 45.7 2 0.00 3550.25 15BO.Z8 1324.84 0.83 37 76.87 1.90 44.00 29.09 45.7 2 0.00 3069.84 1407.22 1151.92 0.83 38 78.77 1.70 44.00 31.09 49.1 2 0.00 7411.24 1320.11 946.5E 0.84 39 80.55 1.78 44.00 ?3.15 49.1 2 0.00 1941.58 1019.11 766.76 O.B4 90 82.33 1.90 44.00 35.09 52.4 E 0.00 1175.01 695.13 579.99 0.85 91 83.73 1.91 43.85 37.24 52.4 1 4.00 1137.61 605.31 413.94 0.07 42 85.69 3.06 43.32 40.74 55.0 1 4.00 709.35 413.91 150.55 O.BB DATA: Analysis 9 - Phase 2, Cell 1 West - 34~ SaG Material and Water Properties (4 materials) Material: 1 (Mohr-Coulomb Isotropic) - Overburden Cohesion Phi UniCNeight Ru 4.<~D ?4.0 90.00 1.10 Material: 1 (Mohr-COUlanb Isotropic) -Band and Gravel Cohesion Phi Uni[Neight Ru a.oo 3s.o no.oB l.lo Material. 3 (Mohr-Coulomb Isotropic} - Weathered Clayatone Cohesion Phi UniCWeight Ru 0.00 14.0 125.00 1.10 Material: 4 (Mohr-Coulomb Isotropic) - Intact Bedrock Cohesion Phi Unitweighc Ru 700.00 26.0 125.OO 1.10 Unit weight of water: 62.450 Unit weight of waterJmedium above ground: 62.450 Material Profiles (4 profiles) Profile: 1 (2 points) Material beneath: 4 - Intact Bedrock -lo.oo o.DO llo.oo D.ao Profile: 2 (2 points) Material beneath: 3 - Weathered Clays[one -10.00 9.00 130.00 4.OD Profile: 3 (a points) Material beneath: 2 -Sand and Gravel -10.00 30,00 110.00 30:00 Profile: 9 (2 points) Material beneath: 1 - Overburden -10.00 55.00 110.00 55.00 Slope E'urface (6 points)