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TABLE 2 (CONTINUED) <br /> FORWARD LANDFILL FINAL COVER <br /> Interface Slope Apparent Yield <br /> Friction Inclination Interface Acceleration Calculated Case: <br /> Angle Cohesion,cLa Ky* Displacement*** 30 FOOT HIGH SLOPE AT 3.5:1 (HORIZONTAL TO VERTICAL) <br /> S a lbs/ft (inches) <br /> INTERFACE BETWEEN FINAUINTERIM COVER AND MSW. INTERFACE BETWEEN FINAUINTERIM COVER AND MSW. <br /> 30 15.95 0 0.25 Ls= 91.05 <br /> Ky= 0.25 g <br /> Apparent Cohesion= 0 lbs/ft <br /> FS**= 1.00 <br /> Notes: <br /> *Solve for T„and Ky when FS=1.00 <br /> **FS= ((v.&L.cos OAK,XS LQsin(x%tan S)+cL, <br /> (YaSaL$sina+Ky y$SSLscos a) <br /> **Equation adapted from Kramer, 1996,Geotechnical Earthquake Engineering, pg.434 <br /> Variables defined on previous page <br /> ***Bray and Rathje, 1998. <br /> 6/5=05Table 2 Covercalc ForwarCW®MLI x6 Page 2 of 2 <br />