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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 6600.00 300.00 6600.00 <br /> Profile: 2(2 points) Material beneath: 1 -Sand and gravel,mixed grain size <br /> 0.00 6597.00 300.00 6597.00 <br /> Slope Surface(4 points) <br /> 0.00 6600.00 100.00 6600.00 145.00 6585.00 300.00 6585.00 <br /> Phreatic Surface(2 points) <br /> 0.00 6540.00 300.00 6540.00 <br /> Failure Surface(Critical,from previous analysis) <br /> Initial circular surface for critical search defined by:XL,XR,R <br /> Intersects: XL: 100.30 YL: 6599.90 XR: 118.40 YR: 6593.87 <br /> Centre: XC: 159.86 YC: 6748.40 Radius: R: 160.00 <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 /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <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: 2.256 <br /> There were:737 successful analyses from a total of 1001 trial surfaces <br /> 264 analyses terminated due to unacceptable geometry <br /> Critical(minimum)Factor of Safety: 1.73 <br /> Results Summary-Lowest 99 Factor of Safety circles <br /> Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS <br />