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2015-03-11_PERMIT FILE - M2014070
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2015-03-11_PERMIT FILE - M2014070
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Last modified
8/24/2016 5:58:12 PM
Creation date
3/12/2015 9:20:43 AM
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Template:
DRMS Permit Index
Permit No
M2014070
IBM Index Class Name
PERMIT FILE
Doc Date
3/11/2015
Doc Name
Second Review
From
DRMS
To
DRMS
Email Name
ECS
PSH
Media Type
D
Archive
No
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GALENA 6.10 Analysis Results Licensee: OS Dept of Interior - Office of Surface Mining <br />Project: Good Miller #2 <br />File: C: \Users \psh \My Projects \ZZ Stability Analysis - Galena \Good Miller \Good Miller Mining Slope 1.6 l.gmf <br />Processed: 11 Mar 2015 09:31:33 <br />DATA: Analysis 1 - Mining Slope at 1.6H: 1V <br />Material Properties (2 materials) <br />Material: 1 (Mohr - Coulomb Isotropic) - Clayey Gravel <br />Cohesion Phi UnitWeight Ru <br />0.00 31.0 115.00 Auto <br />Material: 2 (Mohr - Coulomb Isotropic) - Claystone Bedrock <br />Cohesion Phi UnitWeight Ru <br />500.00 22.0 124.00 Auto <br />Water Properties <br />Unit weight of water: 62.430 Unit weight of water /medium above ground: 62.430 <br />Material Profiles (1 profile) <br />--------------- -- <br />Profile: 1 (2 points) Material beneath: 1 - Clayey Gravel <br />-50.00 40.00 150.00 40.00 <br />Slope Surface (4 points) <br />-50.00 0.00 0.00 0.00 64.00 40.00 150.00 40.00 <br />Phreatic Surface (2 points) <br />-50.00 -20.00 150.00 -20.00 <br />Failure Surface <br />--------------- <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: -0.15 YL: 0.00 XR: 94.00 YR: 40.00 <br />Centre: XC: -18.23 YC: 173.35 Radius: R: 174.29 <br />External Forces (1 force) <br />--------------- <br />Force Force X -Pos'n Angle <br />1 1500.0 94.00 0.0 <br />RESULTS: Analysis 1 - Mining Slope at 1.6H:1V <br />Spencer- Wright Method of Analysis - Circular Failure Surface <br />Factor of Safety: 1.41 <br />Fi <br />S1 <br />S1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />ial Angle of Interslice Forces: 22.8 degrees <br />ice Geometry and Properties (38 slices) <br />ice <br />--------------- - - - - -- <br />X -S <br />-------------- <br />- -- Left <br />Hand Side <br />X-Left <br />Area <br />Angle <br />Width <br />L <br />-0.15 <br />1.60 <br />6.9 <br />2.71 <br />2 <br />2.56 <br />5.32 <br />6.9 <br />2.71 <br />3 <br />5.28 <br />8.87 <br />8.6 <br />2.70 <br />4 <br />7.98 <br />12.32 <br />8.6 <br />2.70 <br />5 <br />10.68 <br />15.56 <br />10.4 <br />2.69 <br />6 <br />13.36 <br />18.74 <br />10.4 <br />2.69 <br />1 <br />16.05 <br />21.66 <br />12.2 <br />2.67 <br />3 <br />18.72 <br />24.57 <br />12.2 <br />2.67 <br />9 <br />21.39 <br />27.15 <br />14.0 <br />2.65 <br />0 <br />24.04 <br />29.79 <br />14.0 <br />2.65 <br />1 <br />26.69 <br />32.02 <br />15.8 <br />2.63 <br />2 <br />29.32 <br />34.38 <br />15.8 <br />2.63 <br />3 <br />31.95 <br />36.27 <br />17.6 <br />2.60 <br />4 <br />34.55 <br />38.35 <br />17.6 <br />2.60 <br />5 <br />37.16 <br />39.89 <br />19.4 <br />2.58 <br />6 <br />39.73 <br />41.69 <br />19.4 <br />2.58 <br />7 <br />42.31 <br />42.87 <br />21.2 <br />2.55 <br />8 <br />44.86 <br />44.41 <br />21.2 <br />2.55 <br />9 <br />47.40 <br />45.24 <br />23.0 <br />2.51 <br />0 <br />49.92 <br />46.50 <br />23.0 <br />2.51 <br />1 <br />52.43 <br />46.98 <br />24.8 <br />2.48 <br />2 <br />54.91 <br />47.98 <br />24.8 <br />2.46 <br />3 <br />57.39 <br />48.13 <br />26.6 <br />2.44 <br />4 <br />59.83 <br />48.87 <br />26.6 <br />2.44 <br />5 <br />62.28 <br />34.86 <br />28.4 <br />1.72 <br />6 <br />64.00 <br />60.02 <br />28.4 <br />3.08 <br />7 <br />67.08 <br />42.38 <br />30.2 <br />2.36 <br />8 <br />69.44 <br />39.13 <br />30.2 <br />2.36 <br />9 <br />71.81 <br />35.13 <br />32.0 <br />2.32 <br />-- Base <br />--------------- - - - - -- <br />PoreWater <br />- -- Left <br />Hand Side <br />- - -- <br />Length <br />Matl <br />Cohesion <br />Phi <br />Weight <br />Force <br />Side Force <br />1/h <br />1' /h <br />2.73 <br />1 <br />0.00 <br />31.0 <br />184.36 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />611.56 <br />0.00 <br />66.24 <br />0.32 <br />0.32 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />1020.02 <br />0.00 <br />285.96 <br />0.23 <br />0.23 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />1416.78 <br />0.00 <br />604.77 <br />0.21 <br />0.21 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />1789.59 <br />0.00 <br />1047.59 <br />0.20 <br />0.20 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />2155.43 <br />0.00 <br />1527.22 <br />0.20 <br />0.20 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />2490.95 <br />0.00 <br />2104.89 <br />0.19 <br />0.19 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />2825.47 <br />0.00 <br />2666.36 <br />0.19 <br />0.19 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />3122.38 <br />0.00 <br />3303.24 <br />0.19 <br />0.19 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />3425.34 <br />0.00 <br />3879.46 <br />0.18 <br />0.18 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />3682.64 <br />0.00 <br />4511.60 <br />0.18 <br />0.18 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />3953.89 <br />0.00 <br />5046.50 <br />0.18 <br />0.18 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4170.91 <br />0.00 <br />5620.80 <br />0.17 <br />0.17 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4410.43 <br />0.00 <br />6068.55 <br />0.17 <br />0.17 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4586.79 <br />0.00 <br />6542.03 <br />0.17 <br />0.17 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4794.71 <br />0.00 <br />6866.37 <br />0.16 <br />0.16 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4930.37 <br />0.00 <br />7205.42 <br />0.16 <br />0.16 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />5106.91 <br />0.00 <br />7378.97 <br />0.15 <br />0.15 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />5202.17 <br />0.00 <br />7558.73 <br />0.15 <br />0.15 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />5347.69 <br />0.00 <br />7562.34 <br />0.15 <br />0.15 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />5403.11 <br />0.00 <br />7566.06 <br />0.14 <br />0.14 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />5518.12 <br />0.00 <br />7388.26 <br />0.14 <br />0.14 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />5534.60 <br />0.00 <br />7206.67 <br />0.13 <br />0.13 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />5619.68 <br />0.00 <br />6842.99 <br />0.13 <br />0.13 <br />1.96 <br />1 <br />0.00 <br />31.0 <br />4008.61 <br />0.00 <br />6473.72 <br />0.12 <br />0.12 <br />3.51 <br />1 <br />0.00 <br />31.0 <br />6902.57 <br />0.00 <br />6081.69 <br />0.12 <br />0.12 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4873.29 <br />0.00 <br />5406.63 <br />0.12 <br />0.12 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4500.08 <br />0.00 <br />4776.71 <br />0.13 <br />0.13 <br />2.73 <br />1 <br />0.00 <br />31.0 <br />4039.77 <br />0.00 <br />4195.03 <br />0.13 <br />0.13 <br />
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