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DATA: Analysis 3 - Expansion Pit Final Slopes <br /> Material Properties (1 material) <br /> Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Water Properties <br /> Unit weight of water: 62.400 Unit weight of water/medium above <br /> ground: 62.400 <br /> Material Profiles (1 profile) <br /> Profile: 1 (2 points) Material beneath: 1 - Sand and gravel, mixed grain <br /> size <br /> 0.00 7595.60 400.00 7595.60 <br /> Slope Surface (5 points) <br /> 0.00 7595.60 32.70 7595. 60 82 .50 7580.00 <br /> 220.10 7515.00 300.00 7515.00 <br /> Phreatic Surface (2 points) <br /> 0.00 7585.00 400.00 7585.00 <br /> Failure Surface (Critical, from previous analysis) <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 79.00 YL: 7581.10 XR: 168.59 YR: 7539.33 <br /> Centre: XC: 265.07 YC: 7863.27 Radius: R: 338.00 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 42.00 57.00 30.00 <br /> Trial positions within range: 50 50 50 <br /> RESULTS: Analysis 3 - Expansion Pit Final Slopes <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> Critical Failure Circle Search using Multiple Circle Generation Techniques <br /> Ready Mix Pit October 2017 X Gree Lew**,and%SMN;1Q;PUT <br />