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Table 2 <br /> COVER STABILITY ANALYSIS- INFINITE SLOPE METHOD <br /> Forward Landfill, Stockton, CA <br /> Landfill Cover Surface <br /> a <br /> z <br /> *\'\1 <br /> nterface Analyzed MSW/Cover Soil) <br /> Data: Cover Thickness: Z = 3 ft <br /> Cover Soil Density: y= 110 pcf <br /> Soil/Interface Layer Properties: c = 200 psf <br /> = 16 degrees <br /> Slope Angle (2:1; H:V) (X = 26.6 degrees <br /> Assumes slope is drained <br /> Fill Slope <br /> 1). Static Factor of Safety =tan � + 2c = 2.09 <br /> tan a 7Zsin2(x <br /> 2). Pseudo-static Factor of Safety =(1-k tan a) tan � + c <br /> k+tan a 7Z(Cos2 (X )(k+tan a) <br /> Solve for Factor of Safety = 1.0: <br /> Pseudo-Static <br /> Yield Acceleration = k Factor of Safetv <br /> 0.48 g 1.00 <br /> Table 2 Surficial Cover Stabilityxls <br />