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DATA: Analysis 3 - Reclaimed Dump <br /> Material Properties (2 materials) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic) - Glacial till, mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 3000.00 32.0 130.00 Auto <br /> Material: 2 (Mohr-Coulomb Isotropic) - Blasted granite <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 (10 points) Material beneath: 1 - Glacial till, mixed grain size <br /> 0.00 0.00 16.90 2.40 81.80 20.40 96.00 23.60 <br /> 206.70 50.00 <br /> 292.50 70.40 359.90 98.60 430.00 119.20 467.40 125.80 <br /> 575.00 155.40 <br /> Profile: 2 (2 points) Material beneath: 2 - Blasted granite <br /> 0.00 250.00 500.00 250.00 <br /> Slope Surface (9 points) <br /> ------------- <br /> 16.90 2.40 58.10 20.40 67.90 20.40 72.30 17.80 <br /> 76.50 20.40 <br /> 81.80 20.40 96.00 23.60 402.50 119.20 430.00 119.20 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 -25.00 500.00 -25.00 <br /> Failure Surface (Critical, from previous analysis) <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 180.82 YL: 50.06 XR: 187.04 YR: 52.00 <br /> Centre: XC: 102.05 YC: 313.53 Radius: R: 275.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 20.00 20.00 20.00 <br /> Trial positions within range: 20 20 20 <br /> ---------------------------------------------------------------------------------------------------------------- <br /> -------------------- <br /> Page 19 <br />