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28 107.31 1.56 23.4 1.23 1.34 1 0.00 45.0 171.76 0.00 113.22 0.88 <br /> 29 108.54 1.48 23.0 1.23 1.34 1 0.00 45.0 162.64 0.00 107.29 0.88 <br /> 30 109.77 1.38 23.0 1.23 1.34 1 0.00 45.0 152.21 0.00 100.40 0.88 <br /> 31 111.00 1.29 22.6 1.23 1.34 1 0.00 45.0 141.54 0.00 93.44 0.88 <br /> 32 112.23 1.18 22.6 1.23 1.34 1 0.00 45.0 129.68 0.00 85.61 0.88 <br /> 33 113.46 1.07 22.2 1.24 1.34 1 0.00 45.0 117.44 0.00 77.59 0.88 <br /> 34 114.70 0.95 22.2 1.24 1.34 1 0.00 45.0 104.09 0.00 68.77 0.88 <br /> 35 115.94 0.82 21.8 1.24 1.34 1 0.00 45.0 90.28 0.00 59.69 0.88 <br /> 36 117.18 0.69 21.8 1.24 1.34 1 0.00 45.0 75.42 0.00 49.87 0.88 <br /> 37 118.42 0.55 21.4 1.24 1.34 1 0.00 45.0 60.06 0.00 39.75 0.88 <br /> 38 119.66 0.40 21.4 1.24 1.34 1 0.00 45.0 43.69 0.00 28.91 0.88 <br /> 39 120.91 0.24 21.0 1.25 1.34 1 0.00 45.0 26.73 0.00 17.71 0.88 <br /> 40 122.15 0.08 21.0 1.25 1.34 1 0.00 45.0 8.91 0.00 5.90 0.88 <br /> -------- ------- ---------- <br /> X-S Area: 57.54 Path Length: 50.76 X-S Weight: 6003.08 <br /> ---------------------------------------------- <br /> ---------------------------------------------- <br /> ---------------------------------------- <br /> DATA:Analysis 6-Reclaimed 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 6480.00 197.00 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: 123.40 YR: 6465.53 <br /> Centre: XC: 212.40 YC: 6829.82 Radius: R: 375.00 <br /> Hayden Gravel Pit Lewicki 81 Associates <br /> December 2022 <br />