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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 /> Material: 2(Mohr-Coulomb Isotropic)-OB and soil-loose sand,mixed grain si <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Material: 3(Mohr-Coulomb Isotropic)-Bedrock-shale <br /> Cohesion Phi UnitWeight Ru <br /> 20000.00 25.0 110.00 Auto <br /> Water Properties <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles(1 profile) <br /> Profile: 1 (2 points) Material beneath: 1 -Sand and gravel,mixed grain size <br /> 0.00 7720.00 400.00 7720.00 <br /> Slope Surface(4 points) <br /> 0.00 7720.00 200.00 7720.00 260.00 7700.00 400.00 7700.00 <br /> Phreatic Surface(2 points) <br /> 0.00 7690.00 400.00 7690.00 <br /> Piezometric Surfaces(1 surface) <br /> Failure Surface <br /> Initial circular surface for critical search defined by:XL,XR,R <br /> Intersects: XL: 214.60 YL: 7715.13 XR: 244.20 YR: 7705.27 <br /> Centre: XC: 256.89 YC: 7792.68 Radius: R: 88.33 <br /> Earthquake Force <br /> Pseudo-static earthquake(seismic)coefficient: 0.050 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 30.00 30.00 10.00 <br /> Trial positions within range: 10 10 10 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <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: 2.602 <br /> There were:971 successful analyses from a total of 1001 trial surfaces <br /> 30 analyses terminated due to unacceptable geometry <br />