2021-07-21_REVISION - M2012032 (2)

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Generated failure surface: (20 points) 341.00 60.00 350.20 51.86 359.81 44.20 369.78 37.04 380.11 30.40 390.76 24.28 401.71 18.72 412.92 13.71 424.38 9.28 436.04 5.44 447.89 2.20 459.88 -0.44 472.00 -2.47 484.20 -3.89 496.45 -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.DO 6.46 -85.3 4.60 56.12 2 1320.00 35.D 709.51 0.00 -3667.44 -10.65 2 345.60 19.37 41.5 4.60 6.14 2 1320.00 35.D 2120.77 0.00 145.78 1.15 3 350.20 32.99 3B.6 4.80 6.14 2 1320.00 35.D 3625.51 0.00 429.37 1.12 4 355.00 45.06 38.6 4.B0 6.14 2 1320.00 35.0 4951.82 0.00 671.51 1.12 5 359.81 58.62 35.7 4.99 6.14 2 1320.00 35.0 6441.88 0.00 934.15 1.09 6 364.79 69.66 35.7 4.99 6.14 2 1320.00 35.0 7655.71 0.00 1150.13 1.09 7 369.78 82.75 32.8 5.16 6.14 2 1320.00 35.0 9094.27 0.00 1389.26 1.07 8 374.95 92.60 32.8 5.16 6.14 2 1320.00 35.0 10177.16 0.00 1577.58 1.07 9 380.11 1C4.85 29.9 5.33 6.14 2 1320.00 35.0 11522.67 0.00 1791.18 1.05 10 385.43 113.36 29.9 5.33 6.14 2 1320.00 35.0 12458.02 0.00 1950.64 1.05 11 390.76 124.40 27.0 5.47 6.14 2 1320.00 35.0 13671.27 0.00 2136.68 1.03 12 396.23 131.42 27.0 5.47 6.14 2 1320.00 35.0 14443.32 0.00 2266.12 1.03 13 401.71 140.95 24.0 5.61 6.14 2 1320.00 35.0 15489.92 0.00 2422.94 1.02 14 407.32 146.36 24.0 5.61 6.14 2 1320.00 35.0 16085.16 0.00 2521.34 1.02 15 412.92 154.10 21.1 5.73 6.14 2 1320.00 35.0 16935.10 0.00 2647.51 1.00 16 418.65 151.79 21.1 5.73 6.14 2 1320.00 35.0 17341.22 0.00 2713.89 1.00 17 424.38 163.50 18.2 5.83 6.14 2 1320.00 35.0 17969.14 D.00 2808.0E D.99 18 430.21 165.39 18.2 5.83 6.14 2 1320.00 35.0 18176.22 0.00 2841.62 0.99 19 436.04 120.95 15.3 4.24 4.40 2 1320.00 35.0 13292.65 0.00 2902.60 0.99 20 44D.29 120.95 15.3 4.24 4.40 2 1320.00 35.0 13292.65 0.00 2902.60 0.99 21 444.53 95.88 15.3 3.36 3.49 1 0.00 45.0 10537.80 0.00 2931.70 0.97 22 447.89 141.68 12.4 4.99 5.11 1 0.00 45.0 15571.19 0.00 2955.50 0.97 23 452.88 140.34 12.4 4.99 5.11 1 0.00 45.0 15424.21 0.00 2927.60 0.97 24 451.B7 56.16 12.4 2.01 2.06 1 0.00 45.0 6172.46 2B.44 2908.78 0.97 25 459.BB 153.29 9.5 5.56 5.64 1 0.00 45.0 16848.30 319.38 2910.53 0.97 26 465.44 149.99 9.5 5.56 5.64 1 0.00 45.0 16487.14 646.77 2850.54 0.97 27 471.00 26.51 9.5 1.00 1.01 1 0.00 45.0 2913.95 150.37 2815.16 0.97 28 412.00 159.20 6.6 6.10 6.14 1 0.00 45.0 17499.B6 1082.11 2792.55 0.98 29 478.10 153.32 6.6 6.10 6.14 1 0.00 45.0 16853.10 1352.55 2690.78 0.98 30 4B4.20 147.13 3.7 6.13 6.14 1 0.00 45.0 16173.26 1563.54 2601.12 0.99 31 490.32 139.26 3.7 6.13 6.14 1 0.00 45.0 15309.07 1715.09 2462.74 D.99 32 496.45 130.69 0.8 6.14 6.14 1 0.00 45.0 14367.36 18D6.99 2332.90 1.00 33 502.59 120.88 0.8 6.14 6.14 1 0.00 45.0 13288.77 1839.26 2157.84 1.00 34 508.73 110.05 -2.1 6.14 6.14 1 0.00 45.0 12098.54 1811.83 1967.40 1.01 35 514.87 98.34 -2.1 6.14 6.14 1 0.00 45.0 10810.86 1724.73 1775.71 1.01 36 521.00 85.42 -5.0 6.12 6.14 1 0.00 45.0 9390.87 1578.06 1564.20 1.03 37 527.12 71.88 -5.0 6.12 6.14 1 0.00 45.0 7901.91 1371.81 1316.03 1.03 38 533.24 57.08 -7.9 6.08 6.14 1 0.00 45.0 6275.82 1106.26 1062.91 1.05 39 539.32 41.79 -7.9 6.08 6.14 1 0.00 45.0 4594.77 781.40 778.37 1.05 40 545.40 19.54 -10.8 4.22 4.29 1 0.00 45.0 2147.94 324.58 531.38 1.07 41 549.62 11.26 -10.8 4.22 4.29 1 0.00 45.0 1237.85 108.19 307.17 1.07 42 553.84 1.36 -10.8 0.92 0.94 1 0.00 45.0 149.48 D.00 170.25 1.07 43 554.76 1.70 -10.8 2.71 2.75 2 1320.00 35.0 187.26 0.00 137.55 1.05 -------- ------- ---------- X-S Area: 4164.27 Path Length: 283.32 X-S Weight: 457703.72 DATA: Analysis 2 -Lab Scenario 3 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 1320.00 35.0 109.90 Auto Material: 3 (Mohr-Coulomb Isotropic) - Bedrock Cohesion Phi Unitaeight 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 - Mill tailings 0.00 113.00 126.00 70.00 225.00 61.00 341.00 60.00 560.00 0.00 Profile: 2 (5 points) Material beneath: 1 - Existing waste rock 128.00 22.00 183.00 8.00 248.00 4.00 471.00 3.00 560.00 0.00 Profile: 3 (3 points) Material beneath: 3 - Bedrock 0.00 113.00 128.00 22.00 161.00 0.D0 Slope Surface (5 points) ------------- 0.00 113.D0 126.00 70.00 225.00 61.00 341.00 60.00 560.00 0.00 Phreatic Surface (2 points)