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Subject: <br />Job No.: 149259 Made by: P.Thomas Date: 3/16/2015 <br />Ref:Foothill LF Checked: E.Schneider Reviewed: E.Schneider <br />Seismic Slope Displacement for the MCE Event, Mw = 8.05 <br />2. <br />Upper Row: MHAROCK 0.10 NRF 1.35 <br />Lower Row: MHAROCK 0.20 NRF 1.20 <br />The fundamental period for an average CDS column of waste = TS = 4H/Vs <br />Height = 125 ft 38 m <br />Average Vs =320 m/s 0.48 s = 4(Height)/Vs = Ts <br />0.61 <br />1.35 <br />From Fig.6: <br />From Fig. 8: <br />Therefore, TS Waste/TM(eq)= <br />To develop the seismic loading, estimate the maximum horizontal equivalent acceleration, MHEABase, of the waste <br />column for base liner sliding using Fig. 6. Initially estimate the nonlinear response factor, NRF, also from Fig. 6. <br />Interpolate NRF From Fig. 6 <br />Chart: <br />From Fig. 3: <br />320 m/s <br />38 m <br />0.61 <br />1.22 <br />1.55 <br />Page 2 of 4