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REP12980
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REP12980
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Last modified
8/24/2016 11:43:28 PM
Creation date
11/27/2007 1:04:26 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992080
IBM Index Class Name
Report
Doc Date
4/26/1999
Doc Name
CRUSHING BY PRODUCT MATERIAL DEPOSITION PILE DURANGO COLO
From
GOFF ENGINEERING
To
OAK RIDGE ENERGY
Permit Index Doc Type
STABILITY REPORT
Media Type
D
Archive
No
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AI'PLNDIX C <br />We used Gcosof[~s STA[3L/G software to analyze the slope stability using the Simplified bishops <br />Method of Slices. We analyzed three (3) cross sections. "I"he location of the cross sections is <br />presented on Figure 3. We used existing soil parameters, slope gradient, and material height in <br />our analysis. The critical failure surfaces an corresponding factors of safety for the three cross <br />sections are presented in figures C1 through C2. <br />i!~~IllTl11'1'1 ~llll ~~S'_~ll!'l~l~l"_; <br />CONSULTING GEOTECHNICAL ENGSNEEP.S <br />AND h1ATERiALS TESTING <br />
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