Laserfiche WebLink
Project Name: Forward WMU D-00 CH2M HILL <br /> Project Location: Manteca, CA Geotechnical Engineering <br /> Liner Slope Stability: S. Lewis <br /> 2:1 Side Slope Anchor Trench March 18, 2000 <br /> This file is A:\SLOPBASE regarding the liner slope stability. <br /> The purpose of this calculation is to evaluate the factor of safety <br /> for the proposed configuration. Edit data in columns -H, R & L. <br /> Residual strength values will be reduced by the selected FS. The actual <br /> FS will be the one where the anchorage strength equals zero. <br /> Copyright Stephen J. Druschel 1992. <br /> Method Reference: <br /> Druschel, S.J., and Underwood, E.R. (1993). "Design of Lining and Cover <br /> System Sideslopes, " accepted for publication and presentation, <br /> Geosynthetics 193 Conference, Industrial Fabrics Association International, <br /> Vancouver, BC. <br /> Required Variables: <br /> Slope Height (ft. ) <br /> Cover Soil Thickness (ft. ) <br /> Cover Soil Total Unit Weight (pcf) <br /> Slope Angle (degrees) <br /> Soil Shear Strength Angle (degrees) <br /> Interface Friction Angle (degrees) <br />