2021-12-07_REVISION - M2012032 (14)

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Slice X-S ------------------- Base --------------------- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 339.61 0.00 20.2 0.14 0.15 1 0.00 45.0 0.03 0.00 0.20 0.95 2 339.75 0.00 20.2 0.14 0.15 1 0.00 45.0 0.11 0.00 0.71 0.95 3 339.89 0.00 20.0 0.14 0.15 1 0.00 45.0 0.18 0.00 1.13 0.95 4 340.03 0.00 20.0 0.14 0.15 1 0.00 45.0 0.25 0.00 1.58 0.95 5 340.17 0.00 19.8 0.14 0.15 1 0.00 45.0 0.31 0.00 1.96 0.95 6 340.31 0.00 19.8 0.14 0.15 1 0.00 45.0 0.37 0.00 2.34 0.95 7 340.45 0.00 19.6 0.14 0.15 1 0.00 45.0 0.42 0.00 2.69 0.95 8 340.59 0.00 19.6 0.14 0.15 1 0.00 45.0 0.47 0.00 2.98 0.95 9 340.73 0.00 19.4 0.14 0.15 1 0.00 45.0 0.52 0.00 3.30 0.95 10 340.87 0.01 19.4 0.14 0.15 1 0.00 45.0 0.56 0.00 3.56 0.95 11 341.01 0.01 19.2 0.14 0.15 1 0.00 45.0 0.59 0.00 3.79 0.95 12 341.15 0.01 19.2 0.14 0.15 1 0.00 45.0 0.62 0.00 3.98 0.95 13 341.29 0.01 19.0 0.14 0.15 1 0.00 45.0 0.66 0.00 4.20 0.95 14 341.43 0.01 19.0 0.14 0.15 1 0.00 45.0 0.68 0.00 4.36 0.95 15 341.57 0.01 18.8 0.14 0.15 1 0.00 45.0 0.71 0.00 4.50 0.95 16 341.71 0.01 18.8 0.14 0.15 1 0.00 45.0 0.72 0.00 4.61 0.95 17 341.85 0.01 18.6 0.14 0.15 1 0.00 45.0 0.73 0.00 4.69 0.95 18 341.99 0.01 18.6 0.14 0.15 1 0.00 45.0 0.74 0.00 4.73 0.95 19 342.13 0.01 18.4 0.14 0.15 1 0.00 45.0 0.75 0.00 4.76 0.95 20 342.28 0.01 18.4 0.14 0.15 1 0.00 45.0 0.75 0.00 4.76 0.95 21 342.42 0.01 18.2 0.14 0.15 1 0.00 45.0 0.74 0.00 4.74 0.95 22 342.56 0.01 18.2 0.14 0.15 1 0.00 45.0 0.74 0.00 4.69 0.95 23 342.70 0.01 18.0 0.14 0.15 1 0.00 45.0 0.72 0.00 4.63 0.95 24 342.84 0.01 18.0 0.14 0.15 1 0.00 45.0 0.71 0.00 4.52 0.95 25 342.98 0.01 17.8 0.14 0.15 1 0.00 45.0 0.69 0.00 4.39 0.95 26 343.12 0.01 17.8 0.14 0.15 1 0.00 45.0 0.66 0.00 4.23 0.95 27 343.26 0.01 17.7 0.14 0.15 1 0.00 45.0 0.63 0.00 4.01 0.95 28 343.41 0.01 17.7 0.14 0.15 1 0.00 45.0 0.60 0.00 3.81 0.95 29 343.55 0.01 17.5 0.14 0.15 1 0.00 45.0 0.56 0.00 3.60 0.95 30 343.69 0.00 17.5 0.14 0.15 1 0.00 45.0 0.52 0.00 3.34 0.95 31 343.83 0.00 17.3 0.14 0.15 1 0.00 45.0 0.47 0.00 3.00 0.95 32 343.97 0.00 17.3 0.14 0.15 1 0.00 45.0 0.42 0.00 2.71 0.95 33 344.11 0.00 17.1 0.14 0.15 1 0.00 45.0 0.37 0.00 2.38 0.95 34 344.26 0.00 17.1 0.14 0.15 1 0.00 45.0 0.31 0.00 1.96 0.95 35 344.40 0.00 16.9 0.14 0.15 1 0.00 45.0 0.25 0.00 1.60 0.95 36 344.54 0.00 16.9 0.14 0.15 1 0.00 45.0 0.18 0.00 1.18 0.95 37 344.68 0.00 16.7 0.14 0.15 1 0.00 45.0 0.11 0.00 0.70 0.95 3B 344.83 0.00 16.7 0.14 0.15 1 0.00 45.0 0.04 0.00 0.24 0.95 -------- ------- ---------- X-S Area: 0.17 Path Length: 5.65 X-S Weight: 18.88 DATA: Analysis 2 - Lab Scenario 5 pt2 Material Properties (2 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 2080.00 35.0 109.90 Auto Water Properties ---------------- Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 Material Profiles (2 profiles) ----------------- Profile: 1 (4 points) Material beneath: 1 - Existing waste rock 0.00 0.00 0.00 40.00 316.00 38.00 430.00 0.00 Profile: 2 (4 points) Material beneath: 2 - Mill tailings 0.00 50.00 279.00 50.00 316.00 38.00 0.00 40.00 Slope Surface (4 points) ------------- 0.00 50.00 279.00 50.00 316.00 38.00 430.00 0.00 Phreatic Surface (2 points) ---------------- 0.00 0.00 500.00 0.00 Failure Surface (Critical, from previous analysis) --------------- Initial circular surface for critical search defined by: XC,YC,R Intersects: XL: 339.61 YL: 30.13 XR: 344.97 YR: 28.34 Centre: XC: 369.74 YC: 111.58 Radius: R: 86.84 Variable Restraints ------------------- Parameter descriptor: XC YC R Range of variation: 10.00 10.00 10.00 Trial positrons within range: 20 20 20 ------------------------------------------------------------------------------------------------------------------------------------ RESULTS: Analysis 2 - Lab Scenario 5 pt2