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Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Material: 2(Mohr-Coulomb Isotropic)-OB-loose sand,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> 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(2 profiles) <br /> Profile: 1 (2 points) Material beneath: 2-OB-loose sand,mixed grain size <br /> 0.00 3835.00 300.00 3835.00 <br /> Profile: 2(2 points) Material beneath: 1 -Sand and gravel,mixed grain size <br /> 0.00 3827.00 300.00 3827.00 <br /> Slope Surface(4 points) <br /> 1.00 3835.00 100.00 3835.00 169.00 3812.00 300.00 3812.00 <br /> Phreatic Surface(2 points) <br /> 0.00 3800.00 300.00 3800.00 <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: 125.90 YL: 3826.37 XR: 149.00 YR: 3818.67 <br /> Centre: XC: 156.19 YC: 3878.74 Radius: R: 60.50 <br /> Earthquake Force <br /> Pseudo-static earthquake(seismic)coefficient: 0.050 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 25.00 20.00 10.50 <br /> Trial positions within range: 10 10 10 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br />