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33 97.76 21.69 53.5 0.68 1.14 1 0.00 45.0 2319.39 0.00 1125.59 0.S5 <br /> 34 98.44 22.31 53.5 0.68 1.14 1 0.00 45.0 2387.20 0.00 1158.50 0.55 <br /> 35 99.11 14.95 52.6 0.44 0.73 1 0.00 4S.0 1600.12 0.00 1210.46 0.55 <br /> 36 99.56 15.20 S2.6 0.44 0.73 1 0.00 45.0 1628.30 0.00 1232.47 0.55 <br /> 37 100.00 14.04 S2.6 0.46 0.76 1 0.00 45.0 1S21.75 0.00 1104.52 0.5S <br /> 38 100.46 14.15 51.8 0.72 1.16 1 0.00 45.0 1556.19 0.00 739.40 0.S5 <br /> 39 101.18 4.72 51.7 0.72 1.16 1 0.00 45.0 518.73 0.00 246.64 0.5S <br /> -------- ------- ---------- <br /> X-S Area: 412.93 Path Length: 43.14 X-S Weight: 43622.82 <br /> ---------------------------------------------- <br /> ---------------------------------------------- <br /> ---------------------------------------- <br /> DATA:Analysis 3-Active 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 /> 40.00 6480.00 100.00 6480.00 102.00 6441.00 141.00 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: 80.10 YL: 6480.00 XR: 101.90 YR: 6442.95 <br /> Centre: XC: 218.95 YC: 6536.76 Radius: R: 150.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 25.10 16.00 25.00 <br /> Trial positions within range: 25 10 25 <br /> Hayden Gravel Pit <br /> Lewicki&Associates <br /> December 2022 <br />