2021-07-21_REVISION - M2012032 (2)

Home Browse Search

Generated failure surface: (20 points) 341.00 6D.00 350.20 51.86 359.81 44.20 369.18 37.04 380.11 30.40 390.76 24.28 401.71 18.12 412.92 13.71 424.38 9.28 436.04 5.44 447.89 2.20 459.8E -D.44 472.00 -2.47 484.20 -3.8B 496.45 -4.67 508.73 -4.84 521.00 -4.39 533.24 -3.31 545.40 -1.62 557.46 0.69 Slice Geometry and Properties (43 slices) ----------------------------- Slice X-S ------------------- Base --------------------- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 341.00 6.46 -85.3 4.60 56.12 2 1730.00 25.0 709.51 0.00 -9036.76 -16.80 2 345.60 19.37 41.5 4.60 6.14 2 1730.00 25.0 2128.77 0.00 -2.83 1.19 3 350.20 32.99 3B.6 4.80 6.14 2 1730.00 25.0 3625.51 0.00 300.84 1.15 4 355.00 45.06 38.6 4.80 6.14 2 1730.00 25.0 4951.82 0.00 549.01 1.15 5 359.81 58.62 35.7 4.99 6.14 2 1730.00 25.0 6441.88 0.00 828.63 1.12 6 364.79 69.66 35.7 4.99 6.14 2 1730.00 25.0 7655.71 0.00 1049.45 1.12 7 369.78 82.75 32.8 5.16 6.14 2 1730.00 25.0 9094.27 0.00 1302.99 1.09 8 374.95 92.60 32.8 5.16 6.14 2 1730.00 25.0 10177.16 0.00 1495.13 1.09 9 380.11 104.85 29.9 5.33 6.14 2 1730.00 25.0 11522.67 0.00 112O.88 1.07 10 305.43 113.36 29.9 5.33 6.14 2 1130.00 25.0 12458.02 D.00 1083.26 1.D7 11 390.76 124.40 27.0 5.47 6.14 2 1730.00 25.0 13671.27 0.00 2079.52 1.05 12 396.23 131.42 27.0 5.47 6.14 2 1730.00 25.0 14443.32 D.00 2211.0E 1.05 13 401.71 140.95 24.0 5.61 6.14 2 1130.00 25.0 15489.92 0.00 2376.51 1.03 14 407.32 146.36 24.0 5.61 6.14 2 1730.00 25.0 16085.16 0.00 2476.33 1.03 15 412.92 154.10 21.1 5.73 6.14 2 1730.00 25.0 16935.10 0.00 2609.79 1.02 16 418.65 157.79 21.1 5.73 6.14 2 1730.00 25.0 17341.22 0.00 2677.00 1.02 17 424.38 163.50 18.2 5.83 6.14 2 1730.00 25.0 17969.14 0.00 2777.43 1.D1 18 430.21 165.39 18.2 5.83 6.14 2 1730.00 25.0 18176.22 0.00 2811.34 1.01 19 436.04 12D.95 15.3 4.24 4.40 2 1730.00 25.0 13292.65 0.00 2877.78 1.00 20 440.29 125.95 15.3 4.24 4.40 2 1730.00 25.0 13292.65 0.00 2817.7E 1.00 21 444.53 95.88 15.3 3.36 3.49 1 0.00 45.0 10537.80 0.00 2892.77 0.96 22 447.89 141.68 12.4 4.99 5.11 1 0.00 45.0 15571.19 0.00 2923.48 0.96 23 452.88 140.34 12.4 4.99 5.11 1 0.00 45.0 15424.21 0.00 2895.89 0.96 24 457.87 56.16 12.4 2.01 2.06 1 0.00 45.0 6172.46 28.44 2817.42 0.96 25 459.8E 153.29 9.5 5.56 5.64 1 0.00 45.0 16848.30 319.38 2886.65 0.96 26 465.44 149.99 9.5 5.56 5.64 1 0.00 45.0 16487.14 646.77 2827.65 0.96 27 471.00 26.51 9.5 1.00 1.01 1 0.00 45.0 2913.95 150.37 1792.85 0.96 28 472.00 159.20 6.6 6.10 6.14 1 0.00 45.0 17499.86 1082.11 2777.19 0.97 29 418.10 153.32 6.6 6.10 6.14 1 0.00 45.0 16853.10 1352.55 2676.28 0.97 30 484.20 147.13 3.1 6.13 6.14 1 0.00 45.0 16173.26 1563.54 2593.32 0.98 31 490.32 139.26 3.7 6.13 6.14 1 0.00 45.0 15309.07 1715.09 2455.48 0.98 32 496.45 130.69 0.8 6.14 6.14 1 0.00 45.0 14367.36 1806.99 2331.44 1.00 33 502.59 120.88 0.8 6.14 6.14 1 0.00 45.0 13288.77 1839.26 2156.51 1.00 34 508.73 110.05 -2.1 6.14 6.14 1 0.00 45.0 12098.54 1811.83 1990.73 1.01 35 514.87 98.34 -2.1 6.14 6.14 1 0.00 45.0 10810.86 1724.73 1778.66 1.01 36 521.00 85.42 -5.0 6.12 6.14 1 0.00 45.0 9390.87 1578.06 1570.41 1.03 37 527.12 71.88 -5.0 6.12 6.14 1 0.00 45.0 1901.91 1311.81 1321.22 1.03 38 533.24 57.08 -7.9 6.08 6.14 1 0.00 45.0 6175.82 1106.26 1069.66 1.D5 39 539.32 41.79 -7.9 6.08 6.14 1 0.00 45.0 4594.77 781.40 783.35 1.05 40 545.40 19.54 -10.8 4.22 4.29 1 0.00 45.0 2147.94 324.58 536.25 1.08 41 549.62 11.26 -10.8 4.22 4.29 1 0.00 45.0 1237.85 108.19 310.18 1.D8 42 553.84 1.36 -10.8 0.92 0.94 1 0.00 45.0 149.4E 0.00 172.07 1.08 43 554.76 1.70 -10.8 2.71 2.75 2 1730.00 25.0 187.26 0.00 174.90 1.D5 -------- ------- ---------- X-S Area: 4164.27 Path Length: 283.32 X-S Weight: 457703.72 DATA: Analysis 2 - Lab Scenario 1 pt2 Material Properties (3 materials) ------------------- Material: 1 (Mohr-Coulomb Isotropic) - Existing waste rock Cohesion Phi UnitWeight Ru 0.00 45.0 110.00 Auto Material: 2 (Mohr-Coulomb Isotropic) - Mill tailings Cohesion Phi UnitWeight Ru 1730.00 25.0 109.90 Auto Material: 3 (Mohr-Coulomb Isotropic) - Bedrock Cohesion Phi UnitWeight Ru 0.00 50.0 130.00 Auto Water Properties ---------------- Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (3 profiles) ----------------- Profile: 1 (5 points) Material beneath: 2 -Mili tailings 0.00 113.00 116.00 70.00 225.00 61.00 341.00 60.00 560.00 0.00 Profile: 2 (5 points) Material beneath: 1 - Existing waste rock 120.00 22.00 183.00 8.00 248.00 4.00 471.03 3.00 560.00 0.00 Profile: 3 0 points) Material beneath: 3 - Bedrock 0.00 113.00 128.00 22.00 161.00 0.00 Slope Surface (5 points) ------------- 0.00 113.00 126.00 70.00 225.00 61.00 341.00 60.00 560.00 0.00 Phreatic Surface (2 points)