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2010-06-16_PERMIT FILE - M2009077
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2010-06-16_PERMIT FILE - M2009077
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Last modified
8/24/2016 4:13:24 PM
Creation date
6/17/2010 11:18:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2009077
IBM Index Class Name
PERMIT FILE
Doc Date
6/16/2010
Doc Name
Review of Slope Stability Analysis
From
DRMS- psh
To
DRMS- mac
Email Name
MAC
PSH
AJW
Media Type
D
Archive
No
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Galena 5.01 Analysis Results <br />Licensee: Office of Surface Mining <br />Project: Dill Pit - M2009077 <br />File: D:\Documents and Settings\PSH\My Documents\My Projects\ZZ Stability Analysis - Galena\Dill...\Cross Section 3.gmf <br />Processed: 16 Jun 2010 11:26:32 <br />DATA: Analysis 1 - Cross Section 3 <br />Material Properties (1 material) <br />------------------- <br />Material: 1 (Mohr-Coulomb Isotropic) Sand and Gravel <br />Cohesion Phi UnitWeight Ru <br />0.00 30.0 130.00 1.10 <br />Water Properties <br />---------------- <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 (13 points) Material beneath: 1 - Sand <br />and Gravel <br />0.00 0.00 7.50 -1.50 15.00 0.00 30.00 1.00 45.00 0.00 <br />52.50 -1.50 60.00 0.00 72.50 0.00 82.50 19.00 87.50 19.00 <br />97.50 -1.00 150.00 -5.00 250.00 -5.00 <br />Slope Surface (13 points) <br />------------- <br />0.00 0.00 7.50 -1.50 15.00 0.00 30.00 1.00 45.00 0,00 <br />52.50 -1.50 60.00 0.00 72.50 0.00 82.50 19.00 87.50 19.00 <br />97.50 -1.00 190.00 -32.00 250.00 -32.00 <br />Phreatic Surface (2 points) <br />---------------- <br />0.00 -40.00 190.00 <br />-40.00 <br />Failure Surface <br />--------------- <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: 45.00 YL: 0.00 XR: 201,82 YR: -32.00 <br />Centre: XC: 158.96 YC: 158.23 Radius: R: 195.00 <br />-------------------------------------- <br />RESULTS: Analysis 1 - Cross Section 3 --------------- ------------- --------------- ---------- ------------ ------------- -------- <br />Bishop Simplified Method of Analysis - <br />--------------------------------------- Circular Failure Surface <br />------------------------ <br />Factor of Safety: 2.44 <br />Slice Geometry and Properties (41 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 45.00 3.11 34.5 3.58 4.34 1 0.00 30.0 404.86 0.00 97.33 1.04 <br />2 48.58 9.35 34.5 3.58 4.34 1 0.00 30.0 1214.98 0.00 292.10 1.04 <br />3 52.15 17.90 31.9 3.68 4.34 1 0.00 30.0 2327.46 0.00 550.62 1.03 <br />4 55.84 29.07 31.9 3.68 4.34 1 0.00 30.0 3779.24 0.00. B94.07 1.03 <br />5 59.52 39.97 29.4 3.78 4.34 1 0.00 30.0 5196.21 0.00 1212.34 1,01 <br />6 63.30 48.02 29.4 3.78 4.34 1 0.00 30.0 6243.01 0.00 1456.57 1.01 <br />7 67,08 39.14 26.8 2.71 3.04 1 0.00 30.0 5088.44 0.00 1677.35 1.00 <br />8 69.79 42.85 26.8 2.71 3.04 1 0.00 30.0 5571.02 0.00 1836.43 1.00 <br />9 72.50 44.93 26.8 2.33 2.61 1 0.00 30.0 5840.62 0.00 2240.94 1.00 <br />10 74.83 102.10 24.3 3.84 4.21 1 0.00 30.0 13273.46 0.00 3125.60 0.99 <br />11 78.66 136.71 24.3 3.84 4.21 1 0.00 30.0 17772,00 0.00 4184.90 0.99 <br />12 82.50 205.77 21.9 5.00 5.39 1 0.00 30.0 26750.26 0.00 4885.49 0.98 <br />13 87.50 130.42 21.7 3.30 3.55 1 0.00 30.0 16954.21 0.00 4692.59 0.98 <br />14 90.80 114.21 19.2 3.35 3.55 1 0.00 30.0 14847.18 0.00 4094.96 0.98 <br />15 94.15 95.67 19.2 3.35 3.55 1 0.00 30.0 12437.67 0.00 3430.40 0.98 <br />16 97.50 38.67 19.2 1.50 1.59 1 0.00 30.0 5027.32 0.00 3099.33 0.98 <br />17 99.00 107.04 16.6 4.16 4.34 1 0.00 30,0 13914.55 0.00 3125.05 0,97 <br />18 103.16 106.41 16.6 4.16 4.34 1 0.00 30.0 13832.82 0.00 3106.69 0.97 <br />19 107.31 106.65 14.1 4.21 4.34 1 0.00 30.0 13864.58 0.00 3108.93 0.97 <br />20 111.52 105.16 14.1 4.21 4.34 1 0.00 30.0 13670.50 0.00 3065.41 0.97 <br />21 115.73 104.29 11.5 4.25 4.34 1 0.00 30.0 13557.51 0.00 3041.32 0.97 <br />22 119.99 101.92 11.5 4.25 4.34 1 0.00 30.0 13249.41 0.00 2972.20 0.97 <br />23 124.24 99.92 9.0 4.29 4.34 1 0.00 30.0 12989.82 0.00 2920.96 0.98 <br />24 128.52 96.67 9.0 4,29 4.34 1 0.00 30.0 12566.89 0.00 2825.85 0.98 <br />25 132.81 93.55 6.4 4.31 4.34 1 0.00 30.0 12161.27 0.00 2746.67 0.98 <br />26 137.12 89.41 6.4 4.31 4.34 1 0.00 30.0 11623.61 0.00 2625.23 0.98 <br />27 141.44 85.19 3.9 4.33 4.34 1 0.00 30.0 11074.80 0.00 2517.34 0.99 <br />28 145.77 80.18 3.9 4.33 4.34 1 0.00 30.0 10423.41 0.00 2369.27 0.99 <br />29 150.09 74.90 1.3 4.34 4.34 1 0.00 30.0 9736.58 0.00 2231.91 0.99 <br />30 154.43 69.03 1.3 4.34 4.34 1 0.00 30.0 8973.40 0.00 2056.96 0.99 <br />31 158.77 62.74 -1.2 4.34 4.34 1 0.00 30.0 8156.05 0.00 1889.35 1.01 <br />32 163.11 56.03 -1.2 4.34 4.34 1 0.00 30.0 7283.85 0.00 1687.30 1.01 <br />33 167.45 48.81 -3.8 4.33 4.34 1 0.00 30.0 6345.65 0.00 1488.64 1.02 <br />34 171.78 41.29 -3.8 4.33 4.34 1 0.00 30.0 5368.07 0.00 1259.31 1.02
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