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2011-04-01_PERMIT FILE - M2010071 (11)
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2011-04-01_PERMIT FILE - M2010071 (11)
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Entry Properties
Last modified
8/24/2016 4:32:14 PM
Creation date
5/17/2011 1:28:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2010071
IBM Index Class Name
PERMIT FILE
Doc Date
4/1/2011
Doc Name
More Slope Stability-1
From
McLaughlin Water Engineers
To
DRMS
Media Type
D
Archive
No
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2/28/2011 East Slope - Full <br />East Slope - Full <br />• Report generated using GeoStudio 2007, version 7.17. Copyright ©1991 -2010 GEC -SLOPE International Ltd. <br />Created By: Bernhardt, Eric <br />Revision Number: 95 <br />Last Edited By: Schram, Spencer <br />Date:2/25/2011 <br />Time: 2:29:18 PM <br />File Name: FC04797.002 East Slope - Full.gsz <br />Directory: S: \8. PROJECTS \FC04700 - FC04799 \FC04797.000- Goose Haven Reservoir Mining Permit \145 - <br />Engineering Consultation \3. Response to State - Geotechnical Investigation \SlopeW Trials \East Slope\ <br />Last Solved Date: 2/25/2011 <br />Last Solved Time: 2:29:42 PM <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 /> i Unit Weight of Water: 62.4 pcf <br />View: 2D <br />Kind: SLOPE /W <br />Parent: Steady -State Seepage <br />Method: Morgenstern -Price <br />Settings <br />Side Function <br />Interslice force function option: Half -Sine <br />PWP Conditions Source: Parent Analysis <br />Slip Surface <br />Direction of movement: Left to Right <br />Use Passive Mode: No <br />Slip Surface Option: Grid and Radius <br />Critical slip surfaces saved: 200 <br />Optimize Critical Slip Surface Location: Yes <br />Tension Crack <br />• Tension Crack Option: (none) <br />FOS Distribution <br />FOS Calculation Option: Constant <br />Advanced <br />S:/ ... /fc04797.002 east slope - full.html 1/18 <br />
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