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Pseudo-static earthquake (seismic) coefficient: 0.132 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 20.00 10.00 20.00 <br /> Trial positions within range: 10 10 20 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- <br /> -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 1 - Westgate Road, Seismic <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Initial failure surface approximation - Factor of Safety: 1.249 <br /> Analysis Summary <br /> There were: 1812 successful analyses from a total of 2001 trial failure surfaces <br /> 189 analyses terminated due to unacceptable geometry <br /> Critical (minimum) Factor of Safety: 1.18 <br /> Negative normal stresses exist on the base of one or more slices; examine slice data <br /> and consult the GALENA Help utility <br /> Results Summary - Lowest 99 Factor of Safety circles <br /> Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre <br /> Radius FoS <br /> 1 201.11 40.11 316.00 105.00 191.76 190.82 <br /> 151.00 1.177 <-- Critical Surface <br /> 2 201.11 40.11 316.00 105.00 192.34 189.80 <br /> 149.95 1.179 <br /> 3 201.11 40.11 316.00 105.00 192.91 188.78 <br /> 148.89 1.181 <br /> 4 201.11 40.11 316.00 105.00 193.49 187.76 <br /> 147.84 1.183 <br /> 5 201.11 40.11 316.00 105.00 194.07 186.73 <br /> 146.79 1.185 <br /> 6 201.11 40.11 316.00 105.00 194.65 185.70 <br /> 145.74 1.187 <br /> 7 201.11 40.11 317.11 105.00 192.92 190.89 <br /> 151.00 1.189 <br /> 8 201.11 40.11 316.00 105.00 195.23 184.68 <br /> 144.68 1.189 <br /> 9 203.33 42.33 316.00 105.00 193.29 193.00 <br /> 151.00 1.190 <br /> 10 201.11 40.11 317.11 105.00 193.49 189.86 <br /> 149.95 1.191 <br /> 11 201.11 40.11 316.00 105.00 195.81 183.64 <br /> 143.63 1.192 <br /> 12 203.33 42.33 316.00 105.00 193.86 191.98 <br /> 149.95 1.192 <br /> 13 192.22 38.88 316.00 105.00 194.49 183.55 <br /> 144.68 1.193 <br /> 14 190.00 38.85 316.00 105.00 193.88 184.54 <br /> 145.74 1.193 <br /> 15 201.11 40.11 317.11 105.00 194.06 188.84 <br /> 148.89 1.193 <br />