My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-06-16_PERMIT FILE - M2009077
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2009077
>
2010-06-16_PERMIT FILE - M2009077
Metadata
Thumbnails
Annotations
Entry Properties
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Galena 5.01 Analysis Results 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 l.gmf <br />Processed: 16 Jun 2010 11:09:32 <br />DATA: Analysis 1 - Cross Section 1 <br />Material Properties (1 material) <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 (12 points) Material beneath: 1 - Sand and Gravel <br />0.00 0.00 7.50 -1.50 15.00 0.00 30.00 1.00 <br />52.50 -1.50 60.00 0.00 63.00 0.00 70.00 11.00 <br />88.00 -1.00 250.00 -5.00 <br />Slope Surface 113 points) <br />------------- <br />0.00 0.00 7.50 -1.50 <br />52.50 -1.50 60.00 0.00 <br />88.00 -1.00 190.00 -25.00 <br />Phreatic Surface (2 points) <br />---------------- <br />0.00 -30.00 250.00 -30.00 <br />Failure Surface <br />--------------- <br />Circular surface defined by: XL,XR,R <br />Intersects: XL: 45.00 YL: 0.00 <br />Centre: XC: 148.65 YC: 109.82 <br />15.00 0.00 30.00 1.00 <br />63.00 0.00 70.00 11.00 <br />250.00 -25.00 <br />XR: 216.67 YR: -25.00 <br />Radius: R: 151.01 <br />RESULTS: Analysis 1 - Cross Section 1 <br />Bishop Simplified Method of Analysis - Circular Failure Surface <br />--------------------------------------------------------------- <br />Factor of Safety: 2.88 <br />Slice Geometry and Properties (41 slices) <br />Slice X-S <br />X-Left Area <br />1 45.00 4.54 <br />2 48.64 13.62 <br />3 52.28 26.03 <br />4 56.13 40.43 <br />5 59.97 40.75 <br />6 63.00 100.86 <br />7 68.02 55.28 <br />8 70.00 99.12 <br />9 73.20 105.14 <br />10 76.40 160.65 <br />11 81.00 137.44 <br />12 85.09 85.27 <br />13 88.00 104.49 <br />14 91.76 64.34 <br />15 94.04 132.17 <br />16 98.62 134.61 <br />17 103.21 139.12 <br />18 107.89 140.11 <br />19 112.57 142.59 <br />20 117.33 142.06 <br />21 122.09 142.41 <br />22 126.90 140.33 <br />23 131.71 138.49 <br />24 136.56 134.85 <br />25 141.40 130.85 <br />26 146.26 125.66 <br />27 151.13 119.59 <br />28 155.98 112.89 <br />29 160.84 104.90 <br />30 165.67 96.76 <br />31 170.50 87.07 <br />32 175.29 77.58 <br />33 180.07 66.47 <br />34 184.79 55.73 <br />Angle <br />41.5 <br />41.5 <br />37.8 <br />37.8 <br />34.1 <br />34.1 <br />30.4 <br />30.4 <br />30.4 <br />26.7 <br />26.7 <br />23.0 <br />23.0 <br />23.0 <br />19.4 <br />19.4 <br />15.7 <br />15.7 <br />12.0 <br />12.0 <br />8.3 <br />8.3 <br />4.6 <br />4.6 <br />0.9 <br />0.9 <br />-2.8 <br />-2.8 <br />-6.5 <br />-6.5 <br />-10.2 <br />-10.2 <br />-13.9 <br />-13.9 <br />Width <br />3.64 <br />3.64 <br />3.84 <br />3.84 <br />3.03 <br />5.02 <br />1.98 <br />3.20 <br />3.20 <br />4.60 <br />4.09 <br />2.91 <br />3.76 <br />2.27 <br />4.59 <br />4.59 <br />4.68 <br />4.68 <br />4.76 <br />4.76 <br />4.81 <br />4.81 <br />4.85 <br />4.85 <br />4.86 <br />4.86 <br />4.86 <br />4.86 <br />4.83 <br />4.83 <br />4.79 <br />4.79 <br />4.72 <br />4.72 <br />-- Base -------------------- <br />Length Matl Cohesion Phi <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />3.66 1 0.00 30.0 <br />6.06 1 0.00 30.0 <br />2.30 1 0.00 30.0 <br />3.71 1 0.00 30.0 <br />3.71 1 0.00 30.0 <br />5.15 1 0.00 30.0 <br />4.58 1 0.00 30.0 <br />3.17 1 0.00 30.0 <br />4.09 1 0.00 30.0 <br />2.47 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />4.86 1 0.00 30.0 <br />45.00 0.00 <br />81.00 11.00 <br />45.00 0.00 <br />81.00 11.00 <br />PoreWater Normal Test <br />Weight Force Stress Factor <br />590.22 0.00 137.66 1.13 <br />1770.43 0.00 412.91 1.13 <br />3383.26 0.00 762.15 1.10 <br />5255.41 0.00 1183.88 1.10 <br />5297.04 0.00 1537.38 1.06 <br />13111.45 0.00 2300.70 1.06 <br />7186.70 0.00 3242.97 1.04 <br />12886.03 0.00 3601.23 1.04 <br />13668.48 0.00 3819.91 1.04 <br />20883.96 0.00 4125.78 1.02 <br />17867.36 0.00 3970.41 1.02 <br />11085.07 0.00 3506.69 1.00 <br />13584.31 0.00 3324.73 1.00 <br />8363.82 74.43 3395.83 1.00 <br />17182.55 537.88 3506.40 0.99 <br />17499.93 1027.07 3577.65 0.99 <br />18085.46 1470.94 3673.54 0.98 <br />18214.13 1869.48 3703.93 0.98 <br />18536.53 2221.90 3756.81 0.98 <br />18468.40 2528.16 3745.63 0.98 <br />18512.81 2787.64 3754.72 0.98 <br />18242.98 3000.34 3701.46 0.98 <br />18003.71 3165.81 3666.09 0.99 <br />17530.58 3284.05 3570.41 0.99 <br />17010.35 3354.82 3490.03 1.00 <br />16335.92 3378.13 3351.76 1.00 <br />15546.58 3353.94 3225.91 1.01 <br />14676.01 3282.23 3045.02 1.01 <br />13637.33 3163.13 2873.32 1.03 <br />12579.01 2996.68 2649.95 1.03 <br />11319.51 2783.20 2432.02 1.05 <br />10084.98 2522.71 2166.44 1.05 <br />8640.56 2215.70 1901.85 1.08 <br />7244.29 1862.24 1594.47 1.08
The URL can be used to link to this page
Your browser does not support the video tag.