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SLOPE /W Analysis <br />Report generated using GeoStudio 2007, version 7.03. Copyright © 1991 -2007 GEO -SLOPE International Ltd. <br />File Information <br />Created By: Josh Frappart <br />Revision Number: 42 <br />Last Edited By: Josh Frappart <br />Date: 1/25/2011 <br />Time: 3:19:23 PM <br />File Name: UPDATED Prelim 6 -1 Waste Fill Slope <br />Directory: F:\Jobs \10 -8718 Western Gravel E &P Disposal Facility\Slope Stability <br />SLOPE/W Analysis <br />Description: Prelim 5 -1 fill slope <br />Kind: SLOPE/W <br />Method: Bishop, Ordinary and Janbu <br />Convergence <br />Minimum Slice Thickness: 0.1 <br />Ignore seismic load in strength: No <br />Number of Slices: 30 <br />Optimization Tolerance: 0.01 <br />Direction of movement: Right to Left <br />Allow Passive Mode: 0 <br />Slip Surface Option: Entry and Exit <br />Apply Phreatic Correction: No <br />FOS Distribution Calculation: Constant <br />Optimise Critical Slip Surface Location: No <br />Cap Suction: No <br />Rapid Drawdown: No <br />PWP Conditions Source: (none) <br />Critical slip surfaces saved: 1 <br />Materials <br />Material 1: PCS Fill <br />Model: Mohr- Coulomb <br />Unit Weight: 105 pcf <br />Cohesion: 350 psf <br />Phi: 0 ° <br />Phi -B: 0 ° <br />Material 2: Clay <br />