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SLOPE/W (3) <br />SLOPE/W (3) <br />Report generated using GeoStudio 2007, version 7.14. Copyright © 1991-2009 GEO-SLOPE International Ltd. <br />File Information <br />Title: Slope Stability: Lower Refuse Pile, Proposed Preparation Plant <br />Comments: Cross Section A, Long-Term (Drained), Static <br />Revision Number: 89 <br />Last Edited By: Jed Greenwood <br />Date: 9/7/2009 <br />Time: 11:36:42 PM <br />File Name: SectionA_Static.gsz <br />Directory: C:\Documents and Settings\ dg\Desktop\MCC_LRP\WorkFiles\slope stability and <br />geotechnical data\2009 analysis\Updated LRP Analysis\2007\ <br />Last Solved Date: 9/7/2009 <br />Last Solved Time: 11:36:55 PM <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 />Analysis Settings <br />SLOPE/.W (3) <br />Kind: SLOPE/W <br />Method: Spencer <br />Settings <br />Apply Phreatic Correction: No <br />PWP Conditions Source: Piezometric Line <br />Use Staged Rapid Drawdown: No <br />SlipSurface <br />Direction of movement: Right to Left <br />Use Passive Mode: No <br />Slip Surface Option: Grid and Radius <br />file:///PI/Mpls/06%2000/26/0626100400%20MCC%20P...LRP%20Analysis/FinalReport/sectiona_static.htmI (1 of 5) [9/8/2009 12:55:49 PM]