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------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 479.00 700.00 25.00 <br /> Trial positions within range: 100 100 50 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br /> 6.2. RESULTS: Analysis 6 - Reclaimed Mined Bench Slope <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: 84.890 <br /> Analysis Summary <br /> ---------------- <br /> There were: 495014 successful analyses from a total of 500001 trial failure surfaces <br /> 4987 analyses terminated due to unacceptable geometry <br /> Critical (minimum) Factor of Safety:40.51 <br /> ------------------------------------------ <br /> Negative normal stresses exist on the base of one or more slices;examine slice data and consult the GALENA Help <br /> utility <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 1.40 8327.13 1243.90 7850.00 736.60 8385.31 737.50 40.508 <--Critical Surface <br /> 2 1.40 8327.13 1236.83 7850.00 736.09 8391.45 737.50 40.513 <br /> 3 1.40 8327.13 1243.90 7850.00 737.03 8386.41 738.01 40.513 <br /> 4 1.40 8327.13 1243.90 7850.00 737.45 8387.51 738.52 40.518 <br /> 5 1.40 8327.13 1236.83 7850.00 736.51 8392.53 738.01 40.519 <br /> 6 1.40 8327.13 1243.90 7850.00 737.87 8388.61 739.03 40.523 <br /> 7 1.40 8327.13 1229.76 7850.00 735.54 8397.41 737.50 40.524 <br /> 8 1.40 8327.13 1236.83 7850.00 736.92 8393.60 738.52 40.525 <br /> 9 1.40 8327.13 1222.69 7850.00 734.97 8403.20 737.50 40.525 <br /> 10 1.40 8327.13 1243.90 7850.00 738.29 8389.70 739.54 40.527 <br /> 11 1.40 8327.13 1229.76 7850.00 735.95 8398.47 738.01 40.530 <br /> 12 1.40 8327.13 1236.83 7850.00 737.34 8394.68 739.03 40.530 <br /> 13 1.40 8327.13 1222.69 7850.00 735.37 8404.24 738.01 40.532 <br /> 14 1.40 8327.13 1243.90 7850.00 738.71 8390.79 740.05 40.532 <br /> 15 1.40 8327.13 1229.76 7850.00 736.36 8399.52 738.52 40.536 <br /> 16 1.40 8327.13 1236.83 7850.00 737.75 8395.75 739.54 40.536 <br /> 17 1.40 8327.13 1243.90 7850.00 739.13 8391.88 740.56 40.538 <br /> 18 1.40 8327.13 1222.69 7850.00 735.78 8405.27 738.52 40.539 <br /> 19 1.40 8327.13 1229.76 7850.00 736.77 8400.57 739.03 40.542 <br /> 20 1.40 8327.13 1236.83 7850.00 738.16 8396.82 740.05 40.542 <br /> 21 1.40 8327.13 1243.90 7850.00 739.54 8392.96 741.07 40.543 <br /> YRR Geotech <br /> October 2021 29 Lewicki&Associates <br />