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2013-01-10_REVISION - M1982131
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2013-01-10_REVISION - M1982131
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Entry Properties
Last modified
6/16/2021 5:51:39 PM
Creation date
1/14/2013 3:52:38 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1982131
IBM Index Class Name
REVISION
Doc Date
1/10/2013
Doc Name
REVIEW OF SLOPE STABILITY ANALYSIS
From
DRMS
To
OPERATOR
Type & Sequence
TR1
Email Name
PSH
Media Type
D
Archive
No
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Galena 5.02 Analysis Results Licensee: Office of Surface Mining <br />Project: Bucklen Pit <br />File: D: \Documents and Settings \PSH \My Documents \My Projects \aWeld Co \Buck... \Bucklen_ Reclaimed Slope_DRMS soil properties.gmf <br />Processed: 11 Jan 2013 10:43:11 <br />DATA: Analysis 1 - Reclaimed Slope - <br />Material Properties (4 materials) <br />Material: 1 (Mohr - Coulomb Isotropic) <br />Cohesion Phi UnitWeight Ru <br />150.00 28.0 114.00 1.10 <br />Material: 2 (Mohr - Coulomb Isotropic) <br />Cohesion Phi UnitWeight Ru <br />0.00 37.0 130.00 1.10 <br />Material: 3 (Mohr - Coulomb Isotropic) <br />Cohesion Phi UnitWeight Ru <br />0.00 14.0 124.00 1.10 <br />Material: 4 (Mohr - Coulomb Isotropic) <br />Cohesion Phi UnitWeight Ru <br />500.00 22.0 124.00 1.10 <br />Water Properties <br />Unit weight of water: 62.430 <br />Material Profiles (4 profiles) <br />Profile: 1 (3 points) Material beneath: 4 - Claystone Bedrock <br />20.00 10.00 160.00 49.70 400.00 54.50 <br />Profile: 2 (3 points) Material beneath: 2 - Sand and Gravel <br />135.00 12.50 173.00 48.00 400.00 52.50 <br />Profile: 3 (2 points) Material beneath: 3 - Weathered Bedrock <br />135.00 12.50 400.00 12.50 <br />Profile: 4 (2 points) Material beneath: 4 - Claystone Bedrock <br />0.00 10.00 400.00 10.00 <br />Slope Surface (4 points) <br />Phreatic Surface (4 points) <br />Failure Surface <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: 19.39 YL: <br />Centre: XC: 58.78 YC: 240.66 <br />Distributed Loads (1 load) <br />Load <br />1 <br />0.00 10.00 <br />0.00 10.00 <br />Factor of Safety: 1.99 <br />DRMS Soil Properties <br />- Overburden Clay <br />- Sand and Gravel <br />- Weathered Bedrock <br />- Claystone Bedrock <br />20.00 10.00 <br />20.00 10.00 <br />X -Left Pressure X -Right Pressure <br />195.00 450.0 230.00 450.0 <br />RESULTS: Analysis 1 - Reclaimed Slope - DRMS Soil Properties <br />Bishop Simplified Method of Analysis - Circular Failure Surface <br />Unit weight of water /medium above ground: 62.430 <br />160.00 49.70 400.00 54.50 <br />173.00 48.00 400.00 52.50 <br />10.00 XR: 195.00 YR: 50.40 <br />Radius: R: 234.00 <br />Negative normal stresses exist on the base of one or more slices - examine slice data and consult the Galena Users' Guide <br />Slice Geometry and Properties (40 slices) <br />Slice X -S Base PoreWater Normal Test <br />X -Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor <br />1 19.39 4.18 -8.5 4.81 4.87 4 500.00 22.0 518.88 244.92 148.28 1.04 <br />2 24.20 14.22 -8.5 4.81 4.87 4 500.00 22.0 1763.17 826.83 411.09 1.04 <br />3 29.02 23.91 -6.1 4.84 4.87 4 500.00 22.0 2965.16 1379.18 647.48 1.03 <br />4 33.86 33.07 -6.1 4.84 4.87 4 500.00 22.0 4100.20 1901.99 884.84 1.03 <br />5 38.70 41.89 -3.7 4.86 4.87 4 500.00 22.0 5194.50 2394.81 1093.80 1.02 <br />6 43.55 50.12 -3.7 4.86 4.87 4 500.00 22.0 6214.73 2857.62 1305.39 1.02 <br />7 48.41 57.97 -1.3 4.87 4.87 4 500.00 22.0 7188.19 3290.04 1486.98 1.01 <br />8 53.28 65.24 -1.3 4.87 4.87 4 500.00 22.0 8089.84 3692.07 1672.76 1.01 <br />9 58.14 72.03 1.0 4.87 4.87 4 500.00 22.0 8931.46 4063.34 1827.05 1.00 <br />10 63.01 78.32 1.0 4.87 4.87 4 500.00 22.0 9711.11 4403.87 1986.93 1.00 <br />11 67.88 83.97 3.4 4.86 4.87 4 500.00 22.0 10412.17 4713.37 2114.06 0.99 <br />12 72.74 89.25 3.4 4.86 4.87 4 500.00 22.0 11067.09 4991.81 2247.93 0.99 <br />13 77.59 93.72 5.8 4.84 4.87 4 500.00 22.0 11621.31 5239.05 2348.08 0.98 <br />14 82.44 97.99 5.8 4.84 4.87 4 500.00 22.0 12150.25 5454.93 2456.00 0.98 <br />15 87.28 101.23 8.2 4.82 4.87 4 500.00 22.0 12552.40 5639.29 2529.26 0.98 <br />16 92.10 104.47 8.2 4.82 4.87 4 500.00 22.0 12954.42 5792.24 2611.23 0.98 <br />17 96.92 24.82 10.6 1.12 1.14 4 500.00 22.0 3077.24 1381.33 2636.32 0.98 <br />
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