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Distributed Loads (1 load) <br /> ----------------- <br /> Load X-Left Pressure X-Right Pressure <br /> 1 290.00 500.0 310.00 500.0 <br /> Earthquake Force <br /> ---------------- <br /> Pseudo-static earthquake (seismic) coefficient: 0.091 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 10.00 120.00 50.00 <br /> Trial positions within range: 20 20 30 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- <br /> -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 1 - Maximum Section, Seismic <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> --------------------------------------------------------------- <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Initial failure surface approximation - Factor of Safety: 1.748 <br /> Analysis Summary <br /> ---------------- <br /> ---------------- <br /> There were: 12001 successful analyses from a total of 12001 trial failure surfaces <br /> Critical (minimum) Factor of Safety: 1.53 <br /> Results Summary - Lowest 99 Factor of Safety circles <br /> ---------------------------------------------------- <br /> Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre <br /> Radius FoS <br /> 1 297.37 39.00 494.68 0.00 423.80 160.00 <br /> 175.00 1.532 <-- Critical Surface <br /> 2 300.00 39.00 501.00 0.00 427.53 158.83 <br /> 175.00 1.533 <br /> 3 299.47 39.00 501.00 0.00 427.17 158.66 <br /> 175.00 1.533 <br /> 4 298.95 39.00 501.00 0.00 426.80 158.49 <br /> 175.00 1.533 <br /> 5 298.42 39.00 501.00 0.00 426.44 158.32 <br /> 175.00 1.533 <br /> 6 297.89 39.00 501.00 0.00 426.07 158.15 <br /> 175.00 1.533 <br /> 7 297.37 39.00 501.00 0.00 425.71 157.97 <br /> 175.00 1.534 <br /> 8 296.84 39.00 494.68 0.00 423.43 159.84 <br /> 175.00 1.534 <br /> 9 300.00 39.00 494.68 0.00 425.65 160.81 <br /> 175.00 1.534 <br /> 10 298.95 39.00 494.68 0.00 424.91 160.49 <br /> 175.00 1.534 <br /> 11 299.47 39.00 494.68 0.00 425.28 160.65 <br /> 175.00 1.534 <br /> 12 298.42 39.00 494.68 0.00 424.54 160.33 <br /> 175.00 1.534 <br /> 13 296.84 39.00 501.00 0.00 425.34 157.80 <br /> 175.00 1.534 <br />