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2013-02-25_PERMIT FILE - C1982057 (2)
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2013-02-25_PERMIT FILE - C1982057 (2)
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Entry Properties
Last modified
8/24/2016 5:13:30 PM
Creation date
3/28/2013 11:01:33 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
2/25/2013
Doc Name
Slope Stability Evaluation, Runoff Control Structures
Section_Exhibit Name
Tab 20 Attachment 20-3
Media Type
D
Archive
No
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0 11-W Mine <br />Report generated using GeoStudio 2007, version 7.13. Copyright ® 1991-2008 GEO-SLOPE Intemational Ltd. <br />File Information <br />Revision Number. 11 <br />Date: 8/13/2009 <br />Time: 11:40:41 AM <br />File Name: II-W Mine.gsz <br />Directory: P:12009 Engineering Projectsl08-8099 <br />Last Solved Date: 8/712009 <br />Last Solved Time: 11:40:51 AM <br />Project Settings <br />Length(L) Units: feet <br />Time(t) Units: Seconds <br />Force(F) Units: Ibf <br />Pressure(p) Units: psf <br />Strength Units: psf <br />Unit Weight of Water: 62.4 pcf <br />View: 2D <br />0 Analysis Settings <br />11-W Mine <br />Kind: SLOPE/W <br />Method: Morgenstern-Price <br />Settings <br />Apply Phreatic Correction: Yes <br />Side Function <br />Interslice force function option: Half-Sine <br />PWP Conditions Source: Piezometric Line <br />Use Staged Rapid Drawdown: No <br />SlipSurface <br />Direction of movement: Left to Right <br />Use Passive Mode: No <br />Slip Surface Option: Entry and Exit <br />Critical slip surfaces saved: 1 <br />Optimize Critical Slip Surface Location: No <br />Tension Crack <br />Tension Crack Option: (none) <br />FOS Distribution <br />FOS Calculation Option: Constant <br />Advanced <br />Number of Slices: 30 <br />• Optimization Tolerance: 0.01
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