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<br /> <br /> <br />' Slope Stability Analyses <br /> Soil Input Parameters <br />' ll <br />us Fill <br />Mi <br /> aneo <br />sce , <br /> Moist Unit Weight (y' ): 115 pcf <br /> Cohesion (c ): 100 psf <br /> Angle of Internal Friction { ~ ): 25 degrees <br />' Clay Liner <br />' Moist Unit Weight (y' ): ,105 pcf ~~ <br /> Cohesion (c ):~ 150 psf <br />' Angle of Internal Friction (~ ): 22 degrees <br /> Alluvial Sand & Gravel_ <br />' ' <br /> ): <br />Moist Unit Weight (y 125 pcf <br /> Cohesios(o ): 10 psf <br />' Angle of Internal Friction (~ ): 35 degrees <br /> Claystone Bedrock <br /> - Moist Unit Weigh[ (y' ): 110 pcf <br />, Cohesion (c ): 1,000 psf - <br />' Angle of Internal Friction (~ ): 24_degrees <br /> ' ~. <br /> <br /> <br />,, ~ , <br /> <br />F ' <br /> <br /> <br /> <br />,. <br /> <br /> <br />i - <br />i <br /> <br />~' <br />~- <br />