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Intersects: XL: 151.00 YL: 4953.24 XR: 192.00 YR: 4936.52 <br /> Centre: XC: 303.39 YC: 5268.32 Radius: R: 350.00 <br /> Distributed Loads (1 load) <br /> ----------------- <br /> Load X-Left Pressure X-Right Pressure <br /> 1 127.00 818.0 157.00 818.0 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 34.00 30.50 15.00 <br /> Trial positions within range: 15 15 15 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 1 - Full Mining Slope <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> --------------------------------------------------------------- <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Factor of Safety for initial failure surface approximation: 3.186 <br /> There were: 1793 successful analyses from a total of 3375 trial surfaces <br /> 1582 analyses terminated due to unacceptable geometry <br /> Critical (minimum) Factor of Safety: 1.85 <br /> Results Summary - Lowest 99 Factor of Safety circles <br /> ---------------------------------------------------- <br /> Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS <br /> 1 165.57 4949.73 192.00 4936.52 331.74 5249.22 342.50 1.850 <-- Critical Surface <br /> 2 165.57 4949.73 192.00 4936.52 332.22 5250.18 343.57 1.853 <br /> 3 165.57 4949.73 192.00 4936.52 332.70 5251.14 344.64 1.854 <br /> 4 165.57 4949.73 192.00 4936.52 333.18 5252.10 345.71 1.856 <br /> 5 165.57 4949.73 192.00 4936.52 333.66 5253.06 346.79 1.858 <br /> 6 165.57 4949.73 192.00 4936.52 334.14 5254.02 347.86 1.859 <br /> 7 165.57 4949.73 192.00 4936.52 334.62 5254.98 348.93 1.861 <br /> 8 165.57 4949.73 192.00 4936.52 335.10 5255.94 350.00 1.864 <br /> 9 165.57 4949.73 192.00 4936.52 335.58 5256.89 351.07 1.865 <br /> 10 165.57 4949.73 192.00 4936.52 336.06 5257.85 352.14 1.867 <br /> 11 165.57 4949.73 192.00 4936.52 336.54 5258.81 353.21 1.868 <br /> 12 165.57 4949.73 192.00 4936.52 337.02 5259.77 354.29 1.871 <br /> 13 165.57 4949.73 192.00 4936.52 337.49 5260.73 355.36 1.873 <br /> 14 165.57 4949.73 192.00 4936.52 337.97 5261.69 356.43 1.874 <br /> 15 165.57 4949.73 192.00 4936.52 338.45 5262.65 357.50 1.877 <br /> 16 168.00 4948.52 192.00 4936.52 332.98 5248.66 342.50 1.919 <br /> 17 168.00 4948.52 192.00 4936.52 333.46 5249.62 343.57 1.920 <br /> 18 168.00 4948.52 192.00 4936.52 333.94 5250.58 344.64 1.923 <br />