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DATA: Analysis 6 - Mining complete to final bedrock bottom <br /> Material Properties (3 materials) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic) - Crusher Waste Fines <br /> Cohesion Phi UnitWeight Ru <br /> 0.03 34.0 116.90 Auto <br /> Material: 2 (Mohr-Coulomb Isotropic) - Gniess <br /> Cohesion Phi UnitWeight Ru <br /> 400000.00 30.0 160.00 Auto <br /> Material: 3 (Mohr-Coulomb Isotropic) - Quartenary colluvium <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (2 profiles) <br /> ----------------- <br /> Profile: 1 (8 points) Material beneath: 3 - Quartenary colluvium <br /> 0.00 8326.88 442.98 8407.51 676.81 8465.00 814.05 8481.92 873.40 8480.00 <br /> 1017.50 8462.41 1205.67 8433.60 1250.86 8430.00 <br /> Profile: 2 (31 points) Material beneath: 2 - Gniess <br /> 0.00 8180.43 133.26 8171.84 314.05 8158.01 415.86 8140.27 413.36 8165.27 <br /> 415.86 8140.27 461.90 8140.27 464.40 8115.27 510.44 8115.27 512.94 8090.27 <br /> 558.98 8090.27 561.48 8065.27 607.53 8065.27 610.03 8040.27 656.07 8040.27 <br /> 658.57 8015.27 704.61 8015.27 707.11 7990.27 753.15 7990.27 755.65 7965.27 <br /> 801.69 7965.27 804.19 7940.27 850.24 7940.27 852.74 7915.27 898.78 7915.27 <br /> 901.28 7890.27 947.32 7890.27 949.82 7865.27 995.86 7865.27 997.39 7850.00 <br /> 1250.86 7850.00 <br /> Slope Surface (4 points) <br /> ------------- <br /> 0.00 8326.88 73.56 8340.27 1025.52 7850.00 1250.86 7850.00 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 7800.00 450.00 7800.00 <br /> Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 364.00 YL: 8190.69 XR: 536.00 YR: 8102.11 <br /> Centre: XC: 674.60 YC: 8582.51 Radius: R: 500.00 <br /> Earthquake Force <br /> ---------------- <br /> Pseudo-static earthquake (seismic) coefficient: 0.050 <br /> Variable Restraints <br />