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® REFERENCES <br /> BAS, 2005,Phase 1 Partial Final Closure Construction Plans,Forward Landfill, San Joaquin <br /> County,Forward, Inc.,File No.—1299D . <br /> Bray,J.D., and E.M.Rathje, 1998,"Earthquake Induced Displacements of Solid Waste <br /> Landfills,"ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, <br /> No. 3,March. <br /> Bray,J.D.,E.M. Rathje,A.J. Augello and S.M.Merry, 1998,"Simplified Seismic Design <br /> Procedure for Geosynthetic-Lined, Solid-Waste Landfills,"Geosynthetics International, <br /> Vol. 5,Nos. 1-2. <br /> Campbell,K.W., and Bozorgnia,Y., 1994, "Near-source Attenuation of Peak Horizontal <br /> Acceleration From Worldwide Accelerograms Recorded from 1957 to 1993", <br /> Proceedings, 5`}'U.S.Nat'l Conff, On Earthquake Engineering,Vol. III,Earthquake <br /> Engineering Research Inst. Pp. 283-292 <br /> Seed,R. B.,and Bonaparte,R., 1992,"Seismic Analysis and Design of Lined Waste Fills: <br /> Current Practice", Proceedings, Stability and Performance of Slopes and Embankments— <br /> II,Vol.2,ASCE Geotechnical Special Pub.No. 31,pp. 1521-1545. <br /> Singh, S.,and Murphy,B., 1990,Evaluation of the Stability of Sanitary Landfills, <br /> ® Geotechnics of Waste Fills—Theory and Practice,ASTM STP 1070,A. Landva and D. <br /> Knowles editors,ASTM, 1990. <br /> SLOPE/W,2004,by Geo-Slope International,Inc.,Version 5.19. <br /> ® - 5 - <br /> C:Active Projects 2005 2003-082 For%vard LF Cover Slope Stability Analysis Report.doc <br /> GeoLogic Associates <br />