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Material: 3(Mohr-Coulomb Isotropic)-Bedrock-claystone <br /> Cohesion Phi UnitWeight Ru <br /> 20000.00 25.0 110.00 Auto <br /> Material: 4(Mohr-Coulomb Isotropic)-Slurry Wall <br /> Cohesion Phi UnitWeight Ru <br /> Unsaturated: 0.00 0.0 112.00 Auto <br /> Saturated: 0.00 0.0 115.00 Auto <br /> Water Properties <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 0.000 <br /> Material Profiles(1 profile) <br /> Profile: 1 (2 points) Material beneath: 1 -Sand and gravel,mixed grain size <br /> 0.00 4265.00 300.00 4265.00 <br /> Slope Surface(4 points) <br /> 0.00 4265.00 100.00 4265.00 205.00 4230.00 300.00 4230.00 <br /> Phreatic Surface(2 points) <br /> 0.00 4225.00 300.00 4225.00 <br /> Piezometric Surfaces(1 surface) <br /> Failure Surface(Critical,from previous analysis) <br /> Initial circular surface for critical search defined by:XL,XR,R <br /> Intersects: XL: 150.30 YL: 4248.23 XR: 180.00 YR: 4238.33 <br /> Centre: XC: 263.05 YC: 4537.00 Radius: R: 310.00 <br /> Earthquake Force <br /> Pseudo-static earthquake(seismic)coefficient: 0.050 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 50.00 25.00 10.00 <br /> Trial positions within range: 10 10 10 <br /> RESULTS:Analysis 3-Reclaimed Condition <br /> Bishop Simplified Method of Analysis-Circular Failure Surface <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Factor of Safety for initial failure surface approximation: 2.568 <br />