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TABLE 1 <br />SLOPE STABILITY PARAbIETERS <br />Material Unit Weight ( ct) Friction Angle Cohesion ( sfl <br />Overburden 120 Variable w! Normal <br />Stress 0 <br />Sub grade 120 29 0 <br />Bedrock 140 40 0 <br />Notes: - <br />l. Unit weight reported in pounds per cubic toot <br />2. Cohesion reported in pounds per square tool <br />TABLE2 <br />DEFORMATION MODEL PARAMETERS <br />Golder Associates <br /> Unit Weight Friction Cohesion Stiffness Modulus <br />Material (ct) An le (st) (st) Poisson Ratio <br />Overburden 120 33 0 3.6 x 10' + (5.0 x I O' 32 <br /> * depth) <br />Bedrock l40 40 0 1.2 r 10 25 <br />Notes: <br />(. Unit weight reported in pounds per cubic foot <br />2. Cohesion reported in pounds per square foot <br />3. Stiffness modulus reported in pounds per square foot <br />1. Oi 2]NPOJWSGOS,I SaaM1EvaNO'105 OSi]Je9,~)JgIN 9 Juc <br />