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31 120.74 2.98 22.7 1.66 1.80 1 0.00 45.0 327.55 0.00 162.19 0.89 <br /> 32 122.40 2.78 22.2 1.67 1.80 1 0.00 45.0 306.14 0.00 151.73 0.89 <br /> 33 124.07 2.56 22.2 1.67 1.80 1 0.00 45.0 281.60 0.00 139.57 0.89 <br /> 34 125.73 2.33 21.6 1.67 1.80 1 0.00 45.0 256.22 0.00 127.10 0.89 <br /> 35 127.41 2.07 21.6 1.67 1.80 1 0.00 45.0 227.90 0.00 113.05 0.89 <br /> 36 129.08 1.80 21.0 1.68 1.80 1 0.00 45.0 198.54 0.00 98.60 0.89 <br /> 37 130.76 1.51 21.0 1.68 1.80 1 0.00 45.0 166.41 0.00 82.64 0.89 <br /> 38 132.44 1.21 20.4 1.69 1.80 1 0.00 45.0 133.08 0.00 66.17 0.89 <br /> 39 134.13 0.88 20.4 1.69 1.80 1 0.00 45.0 97.11 0.00 48.28 0.89 <br /> 40 135.81 0.54 19.9 1.69 1.80 1 0.00 45.0 59.64 0.00 29.69 0.90 <br /> 41 137.51 0.18 19.9 1.69 1.80 1 0.00 45.0 19.82 0.00 9.87 0.90 <br /> -------- ------- ---------- <br /> X-S Area: 112.19 Path Length: 68.40 X-S Weight: 11950.09 <br /> ---------------------------------------------- <br /> ---------------------------------------------- <br /> ---------------------------------------- <br /> DATA:Analysis 5-Final Mining Highwall Slope Stability <br /> Material Properties(2 materials) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic)-Sand and gravel,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Material: 2 (Mohr-Coulomb Isotropic)-Loose sand,mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 0.000 <br /> Material Profiles(2 profiles) <br /> ----------------- <br /> Profile: 1 (2 points) Material beneath: 1-Sand and gravel,mixed grain size <br /> 0.00 6471.00 200.00 6471.00 <br /> Profile: 2 (2 points) Material beneath: 2-Loose sand,mixed grain size <br /> 0.00 6480.00 200.00 6480.00 <br /> Slope Surface(4 points) <br /> ------------- <br /> 20.00 6480.00 80.00 6480.00 160.00 6441.00 200.30 6441.00 <br /> Phreatic Surface(2 points) <br /> ---------------- <br /> 0.00 6430.00 200.00 6430.00 <br /> Failure Surface(Critical,from previous analysis) <br /> --------------- <br /> Initial circular surface for critical search defined by:XL,XR,R <br /> Intersects: XL: 77.30 YL: 6480.00 XR: 139.20 YR: 6451.14 <br /> Centre: XC: 260.75 YC: 6792.65 Radius: R: 362.50 <br /> Variable Restraints <br /> Hayden Gravel Pit Lewicki 8i Associates <br /> December 2022 <br />