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TABLE 3 (CONTINUED) <br /> FORWARD LANDFILL FINAL COVER <br /> Interface Slope Apparent Yield <br /> Friction Inclination Interface Acceleration Calculated Case: <br /> Angle Cohesion,cL$ Ky* Displacement*** 36 FOOT HIGH SLOPE AT 3.6:1 (HORIZONTAL TO VERTICAL) <br /> 8 a lbs/ft (inches) <br /> INTERFACE BETWEEN FINAUINTERIM COVER AND MSW INTERFACE BETWEEN FINAUINTERIM COVER AND MSW. <br /> 30 15.52 0 0.255 Ls= 93.45 <br /> Ky= 0.255 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= ((,/.&L.cos 0-(K,,,/.&Lsin(x))(tan 6)+cLs <br /> (7.8.Lgsina+Ky ys8$Lscos a) <br /> **Equation adapted from Kramer, 1996, Geotechnical Earthquake Engineering, pg.434 <br /> Variables defined on previous page <br /> ***Bray and Rathje, 1998. <br /> 6/52005Table 3 Covercalc Fob 36'@ 3.6 1.xW Page 2 of 2 <br /> ' 'I <br />