2010-06-16_PERMIT FILE - M2009077

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Galena 5.01 Analysis Results Licensee: Office of Surface Mining Project: Dill Pit - M2009077 File: D:\Documents and Settings\PSH\My Documents\My Projects\ZZ Stability Analysis - Galena\Dill ... \Cross Section 2.gmf Processed: 16 Jun 2010 11:17:45 DATA: Analysis 1 - Cross Section 2 Material Properties (1 material) ------------------- Material: 1 (Mohr-Coulomb Isotropic) - Sand and Gravel Cohesion Phi UnitWeight Ru 0.00 30.0 130.00 1.10 Water Properties Unit weight of water: 62.430 Unit weight of water/medium above ground: 62.430 Material Profiles (1 profile) Profile: 1 17 points) Material beneath: 1 - Sand and Gravel 0.00 0.00 12.00 -1.00 15.00 0.00 30.00 1.00 85.00 0.00 250.00 0.00 Slope Surface (9 points) 0.00 0.00 12.00 -1.00 85.00 0.00 102.00 -3.00 Phreatic Surface (2 points) ---------------- 0.00 -30.00 190.00 -30.00 Failure Surface --------------- Circular surface defined by: XL,XR,R Intersects: XL: 45.00 YL: 0.00 Centre: XC: 105.68 YC: 177.41 ------------------------------------------------- 15.00 0.00 30.00 1.00 190.00 -5.00 250.00 -5.00 XR: 152.50 YR: -4.15 Radius: R: 187.50 RESULTS: Analysis 1 - Cross Section 2 Bishop Simplified Method of Analysis - Circular Failure Surface --------------------------------------------------------------- Factor of Safety: 11.69 Slice Geometry and Properties (40 slices) Slice X-S ------ ------------- Base ----- ----------- ---- X-Left Area Angle Width Length Matl Cohesion Phi 1 45.00 1.21 18.0 2.73 2.87 1 0.00 30.0 2 47.73 3.64 18.0 2.73 2.87 1 0.00 30.0 3 50.46 6.00 16.2 2.76 2.87 1 0.00 30.0 4 53.22 8.21 16.2 2.76 2.87 1 0.00 30.0 5 55.97 10.40 14.5 2.78 2.87 1 0.00 30.0 6 58.75 12.40 14.5 2.78 2.87 1 0.00 30.0 7 61.53 14.38 12.7 2.80 2.87 1 0.00 30.0 8 64.34 16.16 12.7 2.80 2.87 1 0.00 30.0 9 67.14 17.92 11.0 2.82 2.87 1 0.00 30.0 10 69.95 19.47 11.0 2.82 2.87 1 0.00 30.0 11 72.77 21.00 9.2 2.83 2.87 1 0.00 30.0 12 75.61 22.30 9.2 2.83 2.87 1 0.00 30.0 13 78.44 23.59 7.5 2.85 2.87 1 0.00 30.0 14 81.29 24.66 7.5 2.85 2.87 1 0.00 30.0 15 84.14 7.69 5.7 0.86 0.87 1 0.00 30.0 16 85.00 21.44 5.7 2.42 2.44 1 0.00 30.0 17 87.42 20.99 5.7 2.42 2.44 1 0.00 30.0 18 89.85 24.09 4.0 2.86 2.87 1 0.00 30.0 19 92.71 23.21 4.0 2.86 2.87 1 0.00 30.0 20 95:58 22.24 2.2 2.87 2.87 1 0.00 30.0 21 98.45 21.11 2.2 2.87 2.87 1 0.00 30.0 22 101.32 4.86 0.5 0.68 0.68 1 0.00 30.0 23 102.00 17.77 0.5 2.53 2.53 1 0.00 30.0 24 104.53 17.67 0.5 2.53 2.53 1 0.00 30.0 25 107.06 19.82 -1.3 2.87 2.87 1 0.00 30.0 26 109.93 19.44 -1.3 2.87 2.87 1 0.00 30.0 27 112.80 18.92 -3.1 2.87 2.87 1 0.00 30.0 28 115.67 18.29• -3.1 2.87 2.87 1 0.00 30.0 29 118.53 17.51 -4.8 2.86 2.87 1 0.00 30.0 30 121.40 16.63 -4.8 2.86 2.87 1 0.00 30.0 31 124.26 15.58 -6.6 2.85 2.87 1 0.00 30.0 32 127.11 14.46 -6.6 2.85 2.87 1 0.00 30.0 33 129.96 13.16 -8.3 2.84 2.87 1 0.00 30.0 34 132.80 11.80 -8.3 2.84 2.87 1 0.00 30.0 35 135.64 10.26 -10.1 2.83 2.87 1 0.00 30.0 36 138.47 8.66 -10.1 2.83 ' 2.87 1 0.00 30.0 45.00 0.00 45.00 0.00 PoreWater Normal Test Weight Force Stress Factor 157.52 0.00 56.77 1.03 472.56 0.00 170.32 1.03 780.00 0.00 278.94 1.03 1067.90 0.00 381.90 1.03 1351.95 0.00 480.20 1.02 1611.64 0.00 572.44 1.02 1869.71 0.00 660.24 1.01 2100.23 0.00 741.64 1.01 2330.01 0.00 818.78 1.01 2530.48 0.00 889.23 1.01 2729.94 0.00 955.58 1.01 2899.61 0.00 1014.97 1.01 3067.00 0.00 1070.38 1.00 3205.23 0.00 1118.63 1.00 999.66 •0.00 1150.09 1.00 2786.72 0.00 1143.73 1.00 2728.39 0.00 1119.79 1.00 3131.85 0.00 1089.62 1.00 3017.54 0.00 1049.85 1.00 2891.45 0.00 1005.86 1.00 2743.89 0.00 954.52 1.00 631.18 0.00 922.78 1.00 2309.82 0.00 912.86 1.00 2297.51 0.00 908.00 1.00 2576.15 0.00 898.45 1.00 2527.49 0.00 881.48 1.00 2459.59 0.00 860.10 1.00 2378.26 0.00 831.66 1.00 2275.81 0.00 798.73 1.01 2162.07 0.00 758.81 1.01 2025.91 0.00 714.29 1.01 1880.14 0.00 662.90 1.01 1711.39 0.00 606.76 1.02 1534.10 0.00 543.90 1.02 1334.22 0.00 476.12 1.02 1126.01 0.00 401.82 1.02