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6.10 Analysis Results <br />Licensee: OS Dept of Interior - Office of Surface Mining <br />Prloject: Varra Coulson 142013064 <br />File: C: \Users \psh \DocumentsV.ly Projects \ZZ Stability Analysis ... \Varra Coulson 1.25 to 1 Mine Slope w 10' offset bedrock.gmf <br />Processed: 08 Jul 2014 15:04:37 <br />DAT1: Analysis 1 - 1.25 / 1 Mine Slope w/ 10' offset bedrock <br />Material Properties (6 materials) <br />---+----------- - -- <br />Mate ial: 1 (Mohr - Coulomb Isotropic) - Topsoil <br />C hesion Phi UnitWeight Ru <br />50.00 28.0 85.00 Auto <br />Mate ial: 2 (Mohr- Coulomb Isotropic) - Sand and Gravel <br />C hesion Phi UnitWeight Ru <br />0.00 37.0 130.00 Auto <br />Mate ial: 3 (14ohr- Coulomb Isotropic) - Clay Lense <br />C hesion Phi Unittleight Ru <br />50.00 14.0 124.00 Auto <br />Mate ial: 4 (Mohr - Coulomb Isotropic) - Claystone Bedrock <br />C hesion Phi UnitWeight Ru <br />00.00 28.0 124.00 Auto <br />Mate ial: 5 (Mohr - Coulomb Isotropic) - Feathered Claystone Bedrock <br />C hesion Phi UnitWeight Ru <br />0.00 14.0 124.00 Auto <br />Material: 6 (Mohr - Coulomb Isotropic) - Poorly Graded Sand and Gravel <br />Cohesion Phi UnitFeight Ru <br />0.00 31.0 130.00 Auto <br />Wat4 Properties <br />Unit weight of water: 62.430 Unit weight of water /medium above ground: 0.000 <br />Material Profiles (5 profiles) <br />---- r ------------ <br />Proffle: 1 (2 points) <br />0.00 90.00 <br />Profile: 2 (2 points) <br />0.00 84.00 <br />Profile: 3 (2 points) <br />0.00 87.00 <br />Profile: 4 (2 points) <br />0.00 43.00 <br />Prof le: 5 (2 points) <br />0.00 40.00 <br />Slopo Surface (5 points) <br />Material beneath: 1 - Topsoil <br />170.00 90.00 <br />Material beneath: 2 - Sand and Gravel <br />170.00 84.00 <br />Material beneath: 6 - Poorly Graded Sand and Gravel <br />170.00 87.00 <br />Material beneath: 3 - Clay Lense <br />170.00 43.00 <br />Material beneath: 4 - Claystone Bedrock <br />170.00 40.00 <br />0.00 45.00 40.00 45.00 42.50 41.00 102.50 90.00 170.00 90.00 <br />Phre tic Surface (5 points) <br />- - -- ----- - - - - -- <br />0.00 43.00 40.00 43.00 45.00 43.00 53.00 50.00 17C.00 56.00 <br />Fail a Surface <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: 42.47 YL: 41.05 XR: 112.50 YR: 90.00 <br />Centre: XC: 53.57 YC: 99.74 Radius: R: 59.73 <br />Dist ibuted Loads (1 load) <br />Load X -Left Pressure X -Right Pressure <br />1 I 130.50 2500.0 140.50 2500.0 <br />RES+S: Analysis 1 - 1.25 / 1 Mire Slope w/ 10' offset bedrock <br />Bishop Simplified Method of Analysis - Circular Failure Surface <br />Factc r of Safety: 1.01 <br />Nega ive normal stresses exist on the base of one or more slices - examine slice data and consult the GALENA Help utility <br />Slice Geometry and Properties (45 slices) <br />Slico <br />X -S <br />----- - ------ ---- Base <br />--------------- <br />- - - <br />- -- <br />PoreWater <br />Normal <br />Test <br />X -Left <br />Area <br />Angle <br />Width <br />Length <br />Matl <br />Cohesion <br />Phi <br />Weight <br />Force <br />Stress <br />Factor <br />1 <br />42.47 <br />0.65 <br />-8.3 <br />1.24 <br />1.25 <br />3 <br />50.00 <br />14.0 <br />80.55 <br />40.99 <br />73.71 <br />1.05 <br />2 <br />43.71 <br />2.13 <br />-8.3 <br />1.24 <br />1.25 <br />3 <br />50.00 <br />14.0 <br />263.94 <br />134.30 <br />224.41 <br />1.05 <br />3 <br />44.95 <br />2.05 <br />-8.3 <br />0.77 <br />0.77 <br />3 <br />50.00 <br />14.0 <br />255.98 <br />128.43 <br />348.29 <br />1.05 <br />4 <br />45.71 <br />6.64 <br />-8.3 <br />1.71 <br />1.73 <br />3 <br />50.00 <br />14.0 <br />836.49 <br />418.69 <br />505.18 <br />1.05 <br />5 <br />47.43 <br />9.05 <br />-3.5 <br />1.67 <br />1.61 <br />3 <br />50.00 <br />14.0 <br />1149.41 <br />566.13 <br />698.10 <br />1.02 <br />6 <br />49.09 <br />11.49 <br />-3.5 <br />1.67 <br />1.67 <br />3 <br />50.00 <br />14.0 <br />1465.39 <br />718.65 <br />889.19 <br />1.02 <br />7 <br />50.76 <br />13.93 <br />-3.5 <br />1.67 <br />1.67 <br />3 <br />50.00 <br />14.0 <br />1781.36 <br />871.16 <br />1080.28 <br />1.02 <br />8 <br />52.43 <br />10.76 <br />1.3 <br />1.13 <br />1.13 <br />3 <br />50.00 <br />14.0 <br />1378.74 <br />671.94 <br />1217.26 <br />0.99 <br />9 <br />53.56 <br />20.86 <br />1.3 <br />1.94 <br />1.94 <br />3 <br />50.00 <br />14.0 <br />2677.84 <br />1212.79 <br />1375.06 <br />0.99 <br />