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Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (2 profiles) <br /> ----------------- <br /> Profile: 1 (17 points) Material beneath: 3 - Mixture of inorganic silts and clays <br /> 0.00 4936.88 11.06 4957.37 28.11 4957.10 52.01 4956.41 62.85 4954.11 <br /> 68.36 4953.42 87.23 4953.05 100.72 4953.09 106.98 4950.82 110.43 4953.46 <br /> 118.08 4954.14 119.80 4954.85 123.30 4955.41 128.76 4954.42 131.54 4953.15 <br /> 158.47 4953.28 214.69 4954.12 <br /> Profile: 2 (10 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> 0.00 4953.88 11.06 4954.37 28.11 4954.10 52.01 4953.41 62.85 4951.11 <br /> 68.36 4950.42 87.23 4950.05 100.72 4950.09 158.47 4950.28 214.69 4951.12 <br /> Slope Surface (18 points) <br /> ------------- <br /> 0.00 4956.88 11.06 4957.37 28.11 4957.10 52.01 4956.41 62.85 4954.11 <br /> 68.36 4953.42 87.23 4953.05 100.72 4953.09 106.98 4950.82 110.43 4953.46 <br /> 118.08 4954.14 119.80 4954.85 123.30 4955.41 128.76 4954.42 131.54 4953.15 <br /> 158.47 4953.28 193.29 4935.88 214.69 4936.00 <br /> Piezometric Surfaces (1 surface) <br /> -------------------- <br /> Surface within profile: 2 (5 points) - Sand and gravel, mixed grain size <br /> 0.00 4947.00 159.00 4947.00 170.00 4947.00 193.00 4936.00 215.00 4936.00 <br /> Failure Surface (Critical, from previous analysis) <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 165.57 YL: 4949.73 XR: 192.00 YR: 4936.52 <br /> Centre: XC: 331.74 YC: 5249.22 Radius: R: 342.50 <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 2 - Full Mining Slope <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> --------------------------------------------------------------- <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br />