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REFERENCES
<br /> Bray, J.D. Rathje, E.M.,Augello, A.J. andMeriy, S.M., 1998, "Simplf led Seismic Design
<br /> Procedure for Geosynthetic-Lined, Solid-1,17aste Landfills", pp. 203-235, Geosynthetics
<br /> International,Vol. 5,Nos. 1-2
<br /> California Code of Regulations,Title 27,Environmental Protection,Division 2, Solid Waste.
<br /> California Division of Mines and Geology, 1975, Recoinniended Guidelines.for Determining the
<br /> IMaximurn Credible and the Maximum Probable Earthquakes,Note 43.
<br /> Code of Federal Regulations,Title 40, Pail 258.
<br /> Giroud, J.B., Bachus, R., Bonaparte, R., 1995, Stability of Geosynthetic-Soil Layered Systems on
<br /> Slopes,pp. 1115-1148, Geosynthetics International, Vol 2,No.6.
<br /> Koerner, R., Soong, T-Y., 1998, Analysis and Design of Veneer Cover Soils, 1998 Sixth
<br /> International Conference on Geosynthetics
<br /> Makdisi, F.I. and H.B. Seed, 1978, Simplified Procedure for Estimating Dani and Embankment
<br /> Earthquake-Induced Deformations, Journal of the Geotechnical Engineering Division, American
<br /> Society of Civil Engineers(ASCE),Vol. 104,No. GT7.
<br /> Newmark, N.M., 1965, Effects of Earthquakes on Dams and Embankments, Geotechnique,
<br /> Vol. 5,No. 2.
<br /> Othman, M.A., Bonaparte, R., Gross, B.A., Schmertman, G.R., 1995, Landfill Closirres-
<br /> Environmental Protection and Land Recovery: Design of AISW Landfill Final Cover.Systeins, pp
<br /> 218-257,American Society of Civil Engineers(ASCE), San Diego, California.
<br /> Thiel, R., 2008, Slope Stability Sensitivities of Final Covers, Geosynthetics, Accessed 12/22/11,
<br /> <http://geosyntlieticsmagazine.com/articles/0808 fl slope.html>
<br /> U.S. Environmental Protection Agency, 1995, RCRA Subtitle D (258) Seismic Design Guidance
<br /> for Municipal Solid Waste Landfill Facilities prepared by Gregory N. Richardson, Edward
<br /> Kavazanjian,Jr.,and Neven Matasovic, Report No. EPA 600/R-95/051.
<br /> Slope Stability Anatysls Corral Hollow Landfill 415=2
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