Laserfiche WebLink
Galena 4.01 Analysis Results <br />Licensee: Office of Surface Mining <br />Project: Luppton Lakes Pit, Mining Setbacks, Pile No. M-2004-078 <br />File: C:\acs files\galena model files\ft lupton hearing presen[ation.gmE Processed: 23:40:15 10 May 2005 <br />DATA: Analysis 1 - 100-foot Setback, toe of slope to Hwy 85 ROW, 1:1 pi[ slope <br />Material and water Properties l4 materials) <br />Material: 1 (Mohr-Coulomb Isotropic) - Overburden <br />Cohesion Phi UnitWeight Ru <br />0.00 33.0 103.00 1.10 <br />Material: 2 (Mohr-Coulomb Isotropic) - Sand and Gravel <br />Cohesion Phi UnitWeight Ru <br />0.00 35.0 119.00 1.10 <br />Material: 3 (Mohr-Coulomb Isotropic) - weathered Claystone <br />Cohesion Phi UnitWeight Ru <br />0.00 14.0 116.00 1.10 <br />Material: 4 (Mohr-Coulomb Isotropic) - Claystone Bedrock <br />Cohesion Phi UnitWeight Ru <br />500.00 26.0 116.00 1.10 <br />Unit weight of water: 62.450 Uni[ weigh[ of water/medium above ground: 62.450 <br />material Profiles (4 profiles) <br />Profile: i (2 points) Material beneath: 1 - Overburden <br />-50.00 62.00 150.00 62.00 <br />Profile: 2 (2 points) Material beneath: 2 - Sand and Gravel <br />-50.00 57.00 150.00 57.00 <br />Profile: 3 (2 points) Material beneath: 3 - Weathered Claystone <br />-50.00 10.00 150.00 10.00 <br />Profile: 4 (2 points) Material beneath: 4 - Claystone Bedrock <br />-50.00 7.50 150.00 7.50 <br />Slope Surface (7 points) <br />-50.00 10.00 -10.00 10.00 -8.50 8.00 <br />47.00 62.00 150.00 62.00 <br />Phrea[ic Surface 16 points) <br />-50.00 10.00 -5.00 10.00 0.00 15.00 <br />Distributed Loads (1 load) <br />Load X-Left Pressure X-Right Pressure <br />1 120.10 300.0 140.00 300.0 <br />Failure Surface <br />Circular surface defined by: Xi„XR,R <br />Circle centre: %C: 10.95 YC: <br />Intersections: XL: -5.81 YL: <br />Generated failure surface (20 points) <br />-5.81 8.92 0.58 <br />26.31 8.88 32.62 <br />56.53 19.73 62.01 <br />81.23 40.25 85.23 <br />100.32 Circle radius: R: 92.83 <br />8.92 XR: 95.00 YR: 62.00 <br />8.01 7.02 7.55 <br />10.17 38.83 11.93 <br />23.13 67.25 26.90 <br />45.32 08.87 50.65 <br />-6. 50 8.00 -5. 00 10 .00 <br />115. 00 37.00 150. 00 37. 00 <br />13.97 7.53 19.91 7.97 <br />99.91 14.12 50.81 16.72 <br />72.22 31.02 76.88 35.98 <br />92.13 56.22 95.00 62.00 <br />RESULTS: Analysis 1 - 100-foot Setback, toe of slope to Rwy 85 Row, 1:1 pit slope <br />Bishop Simplified Method of Analysis - Circular Pailure Burface <br />Pactor of Safety: 1.21 <br />Slice Geometry and Properties (91 slices) <br />Slice X-Left Width Y-Top Y-Base <br />1 -5.81 0.81 9.46 8.86 <br />2 -5.00 2.50 11.25 8.63 <br />3 -2.50 2.50 13.75 8.27 <br />4 0.00 0.58 15.29 8.05 <br />5 0.58 3.22 17.19 7.90 <br />6 3.00 3.22 20.41 7.66 <br />7 7.02 3.23 23.63 7.55 <br />8 10.25 3.23 26.86 7.54 <br />9 13.97 3.22 30.08 7.64 <br />10 16.69 3.22 33.30 7.86 <br />11 19.91 3.20 36.51 8.19 <br />12 23.11 3.20 39.71 8.63 <br />13 2fi.31 2.74 92.68 9.14 <br />14 29.05 2.74 45.92 9.71 <br />15 31.79 0.83 47.21 10.09 <br />16 32.62 3.11 49.18 10.61 <br />BdBe Bdae Baee <br />Angle Matl Cohesion <br />8.1 3 0.00 <br />8.1 3 0.00 <br />-8.1 3 0.00 <br />-8.1 3 0.00 <br />-4.1 3 0.00 <br />-9.1 3 0.00 <br />0.1 3 0.00 <br />-0.1 3 0.00 <br />3.9 3 0.00 <br />3.9 3 0.00 <br />7.8 3 0.00 <br />7.B 3 0.00 <br />11.8 3 0.00 <br />11.8 3 0.00 <br />11.8 2 0.00 <br />15.8 2 0.00 <br />Total <br />weight <br />56.15 <br />770.03 <br />1616.87 <br />496.38 <br />3539.88 <br />4859.29 <br />6154.18 <br />7396.21 <br />0575.37 <br />9728.01 <br />10757.57 <br />11810.53 <br />10945.38 <br />11658.47 <br />3663.88 <br />14249.60 <br />PoteWatet <br />Porce <br />50.12 <br />413.62 <br />863.93 <br />256.33 <br />1516.27 <br />1686.98 <br />1835.25 <br />1961.08 <br />2069.18 <br />2199.53 <br />2201.95 <br />2236.44 <br />1953.45 <br />1944.73 <br />906.08 <br />2201.01 <br />NOrmdl Test <br />Stress Pactor <br />104.01 1.04 <br />312.36 1.09 <br />655.93 1.04 <br />868.03 1.09 <br />1109.14 1.02 <br />1524.38 1.02 <br />1907.53 1.00 <br />2292.54 1.00 <br />2635.98 0.99 <br />2988.89 0.99 <br />3290.86 0.98 <br />3611.92 0.98 <br />3852.79 0.98 <br />4101.79 0.98 <br />4015.29 0.91 <br />4039.93 0.89 <br />