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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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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
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No
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GALENA 6.10 Analysis Results <br />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 Reclamation Slope 30 foot offset.gmf <br />Processed: 11 Mar 2015 09:29:20 <br />DATA: Analysis 1 - Reclamation Slope <br />Material Properties (2 materials) <br />--------------- - - -- <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 />- 100.00 40.00 150.00 40.00 <br />Slope Surface (4 points) <br />- 100.00 0.00 -60.00 0.00 60.00 40.00 150.00 40.00 <br />Phreatic Surface (2 points) <br />- 100.00 -20.00 150.00 -20.00 <br />Failure Surface <br />--------------- <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: -66.82 YL: 0.00 XR: 94.00 YR: 40.00 <br />Centre: XC: -48.51 YC: 269.67 Radius: R: 270.29 <br />External Forces (1 force) <br />--------------- <br />Force Force X -Pos'n Angle <br />1 1500.0 94.00 270.0 <br />RESULTS: Analysis 1 - Reclamation Slope <br />Spencer- Wright Method of Analysis - Circular Failure Surface <br />Factor of Safety: 2.24 <br />Final Angle of Interslice Forces: 14.7 degrees <br />Effective stress line of thrust is not within one or more slices - examine slice data and consult <br />the GALENA Help utility <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 />Lce Geometry and Properties (40 slices) <br />Lce <br />--------------- - - - - -- <br />X -S <br />-------- <br />- - - - -- <br />Hand Side <br />X -Left <br />Area <br />Angle <br />Width <br />l <br />-66.82 <br />0.30 <br />-2.9 <br />3.41 <br />? <br />-63.41 <br />0.90 <br />-2.9 <br />3.41 <br />3 <br />-60.00 <br />1.51 <br />-2.9 <br />2.03 <br />L <br />-57.97 <br />8.48 <br />-1.1 <br />4.43 <br />5 <br />-53.54 <br />15.39 <br />-1.1 <br />4.43 <br />5 <br />-49.10 <br />21.98 <br />0.8 <br />4.43 <br />7 <br />-44.67 <br />28.25 <br />0.8 <br />4.43 <br />3 <br />-40.24 <br />34.16 <br />2.7 <br />4.43 <br />3 <br />-35.81 <br />39.77 <br />2.7 <br />4.43 <br />31.0 <br />-31.39 <br />44.96 <br />4.6 <br />4.42 <br />L <br />-26.97 <br />49.90 <br />4.6 <br />4.42 <br />? <br />-22.55 <br />54.35 <br />6.5 <br />4.40 <br />3 <br />-18.15 <br />58.62 <br />6.5 <br />4.40 <br />1 <br />-13.74 <br />62.30 <br />8.3 <br />4.39 <br />5 <br />-9.36 <br />65.89 <br />8.3 <br />4.39 <br />6 <br />-4.97 <br />68.78 <br />10.2 <br />4.36 <br />1 <br />-0.61 <br />71.70 <br />10.2 <br />4.36 <br />B <br />3.75 <br />73.81 <br />12.1 <br />4.33 <br />9 <br />8.09 <br />76.04 <br />12.1 <br />4.33 <br />0 <br />12.42 <br />77.36 <br />14.0 <br />4.30 <br />1 <br />16.72 <br />78.93 <br />14.0 <br />4.30 <br />2 <br />21.02 <br />79.47 <br />15.8 <br />4.26 <br />3 <br />25.29 <br />80.37 <br />15.8 <br />4.26 <br />4 <br />29.55 <br />80.14 <br />17.7 <br />4.22 <br />5 <br />33.77 <br />80.39 <br />17.7 <br />4.22 <br />6 <br />37.99 <br />79.42 <br />19.6 <br />4.18 <br />7 <br />42.17 <br />79.02 <br />19.6 <br />4.18 <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 />3.41 <br />1 <br />0.00 <br />31.0 <br />34.40 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />3.41 <br />1 <br />0.00 <br />31.0 <br />103.19 <br />0.00 <br />12.62 <br />3.05 <br />3.05 <br />2.04 <br />1 <br />0.00 <br />31.0 <br />173.45 <br />0.00 <br />50.49 <br />2.29 <br />2.29 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />974.82 <br />0.00 <br />114.14 <br />0.72 <br />0.72 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />1769.61 <br />0.00 <br />429.09 <br />0.37 <br />0.37 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />2527.58 <br />0.00 <br />1000.81 <br />0.31 <br />0.31 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />3248.40 <br />0.00 <br />1710.73 <br />0.29 <br />0.29 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />3927.88 <br />0.00 <br />2623.11 <br />0.28 <br />0.28 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />4573.25 <br />0.00 <br />3566.46 <br />0.27 <br />0.27 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />5170.13 <br />0.00 <br />4664.80 <br />0.27 <br />0.27 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />5738.90 <br />0.00 <br />5703.00 <br />0.27 <br />0.27 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />6249.91 <br />0.00 <br />6855.41 <br />0.26 <br />0.26 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />6741.24 <br />0.00 <br />7871.91 <br />0.26 <br />0.26 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />7163.94 <br />0.00 <br />8968.33 <br />0.26 <br />0.26 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />7577.34 <br />0.00 <br />9867.70 <br />0.25 <br />0.25 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />7910.13 <br />0.00 <br />10818.98 <br />0.25 <br />0.25 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />8245.45 <br />0.00 <br />11526.04 <br />0.25 <br />0.25 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />8487.59 <br />0.00 <br />12263.06 <br />0.24 <br />0.24 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />8744.99 <br />0.00 <br />12721.92 <br />0.24 <br />0.24 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />8896.61 <br />0.00 <br />13194.70 <br />0.24 <br />0.24 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />9076.61 <br />0.00 <br />13367.92 <br />0.23 <br />0.23 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />9138.64 <br />0.00 <br />13544.63 <br />0.23 <br />0.23 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />9242.09 <br />0.00 <br />13412.25 <br />0.22 <br />0.22 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />9216.35 <br />0.00 <br />13278.36 <br />0.22 <br />0.22 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />9244.42 <br />0.00 <br />12836.94 <br />0.21 <br />0.21 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />9133.53 <br />0.00 <br />12394.17 <br />0.20 <br />0.20 <br />4.43 <br />1 <br />0.00 <br />31.0 <br />9087.73 <br />0.00 <br />11655.82 <br />0.20 <br />0.20 <br />
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