Laserfiche WebLink
38 613.82 104.36 40.6 7.03 9.26 2 100.00 35.0 13045.55 0.00 1225.44 <br /> 0.90 <br /> 39 620.85 94.07 43.0 7.97 10.90 2 100.00 35.0 11758.99 0.00 935.06 <br /> 0.91 <br /> 40 628.82 48.45 43.0 5.57 7.62 2 100.00 35.0 6056.11 0.00 676.39 <br /> 0.91 <br /> 41 634.39 35.83 45.4 6.50 9.26 2 100.00 35.0 4478.49 0.00 395.53 <br /> 0.92 <br /> 42 640.89 11.94 45.4 6.50 9.26 2 100.00 35.0 1492.83 0.00 98.26 <br /> 0.92 <br /> -------- ------- ---------- <br /> X-S Area: 6105.96 Path Length: 351.98 X-S Weight: 763244.31 <br /> DATA: Analysis 2 - Zone 3B <br /> Material Properties (4 materials) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic) - Colluvium <br /> Cohesion Phi UnitWeight Ru <br /> 135.00 22.0 125.00 Auto <br /> Material: 2 (Mohr-Coulomb Isotropic) - Tailings <br /> Cohesion Phi UnitWeight Ru <br /> 100.00 35.0 125.00 Auto <br /> Material: 3 (Mohr-Coulomb Isotropic) - Shale <br /> Cohesion Phi UnitWeight Ru <br /> 1000.00 20.0 130.00 Auto <br /> Material: 4 (Mohr-Coulomb Isotropic) - Embankment Fill <br /> Cohesion Phi UnitWeight Ru <br /> 100.00 35.0 125.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (3 profiles) <br /> ----------------- <br /> Profile: 1 (4 points) Material beneath: 2 - Tailings <br /> 0.00 6147.77 678.00 6385.00 728.90 6385.50 743.00 6386.40 <br /> Profile: 2 (9 points) Material beneath: 1 - Colluvium <br /> 3.96 6128.17 133.56 6161.81 200.00 6170.00 231.00 6181.00 280.00 <br /> 6183.00 <br /> 326.41 6209.00 450.00 6246.90 725.87 6385.50 743.00 6386.37 <br /> Profile: 3 (4 points) Material beneath: 3 - Shale <br /> 5.45 6118.28 217.46 6162.90 438.00 6235.30 743.00 6386.40 <br /> Slope Surface (10 points) <br /> ------------- <br /> 0.00 6147.96 184.00 6190.60 420.00 6254.00 489.00 6300.00 514.99 <br /> 6300.00 <br /> 589.68 6342.00 628.82 6361.26 678.13 6383.43 725.87 6385.00 743.00 <br /> 6386.00 <br /> Phreatic Surface (2 points) <br />