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TECHNICAL MEMORANDUM
<br /> Page 16
<br /> June 3, 1992
<br /> SAC31583.AC.ZZ
<br /> REFERENCES
<br /> American Society of Testing and Materials (ASTM). 1987 Annaul Book of ASTM Standards.
<br /> Philadelphia, Pennsylvania. 1987.
<br /> CH2M HILL Comprehensive Landfill Description,Forward Inc., Landfill, San Joaquin
<br /> Counjy. California. January 1992.
<br /> CH2M HILL. Materials Report, Keller Canyon Landfill, Contra Costa Coun!y, California.
<br /> Prepared for Brwning-Ferris Industries, Houston, Texas. July 1991.
<br /> Das, B.M. Principles of Foundation Engineering, PWS Publishers, Boston, Massachusetts.
<br /> 1984.
<br /> EMCON Associates. Geotechnical Investigation and Waste Management Studies, Proposed
<br /> 157-acre Class 11-1 Disposal Site, Stockton. California. prepared for Forward, Inc. July 7,
<br /> 1972.
<br /> Insitu-Tech. Appendix A, Cone Penetration Testing, Test Logs, and ash pit excavation
<br /> stability evaluation, 1987.
<br /> Mitchell, J.K, Seed, R.B., and Seed, H.B., Kettleman Hills Waste Landfill Slope Failure-
<br /> Liner System Properties, Journal of Geotechnical Engineering, A.S.C.E, Vol. 116, No. 4,
<br /> pp.647-668, 1990.
<br /> Martin, J.P., Koerner, R.M., and Whitty, J.E., Experimental Friction Evaluation of Slippage
<br /> Between Geomembranes, Geotextiles and Soils. International Conference on
<br /> Geomembranes, Denver, U.S.A. 1980.
<br /> Makdisi and Seed. A Simplified Procedure for Estimating Earthquake Induced Deformation
<br /> in Dams and Embankments, University ofCalifornia Berkeley, EERC 77/19. August 1977.
<br /> Seed, H.B., and I.M. Idriss. Ground Motions and Soil Liquefaction During Earthquakes.
<br /> Earthquake Engineering Research Institute (ESRC). Berkeley, California. 1982.
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