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1140 GEOENYIRONMENT 2000
<br />analyses may become unreliable and the design engineer should consider the use of
<br />truly non-linear time domain site response analyses (Kavazanjian and MatasoviC,
<br />1994) for seismic analysis of MSW landfills.
<br />APPENDIX -REFERENCES
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<br />Earth Technology (1988), "In-Place Stability of Landfill Slopes, Puente Hills
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<br />GeoSyntec Consultants (1993), "Report of Waste Discharge, Eagle Mountain
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<br />Mine Reclamation Corporation, GeoSyntec Consultants, Huntington Beach, CA.
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<br />-II, Vol. 2, Geotechnical Special Publication No. 31, ASCE, New York, NY.
<br />Hushmand Associates (1994), "Landfill Response to Seismic Events." Report
<br />prepared for the USEPA Region IX, Hushmand Associates, Laguna Niguel, CA.
<br />ldriss, I.M., and Sun, J.l. (1992), "User's Manual for SHAKE9l," Center for
<br />Geotechnical Modelling, Dept. of Civil Eng., Unlversity of California, Davis, CA.
<br />Kavazanjian, E., Jr., Snow, M.S., MatasoviC, N., Poran, C., and Satoh, T. (1994),
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<br />MSW PROPERTIES 1141
<br />Pagotto, A. and Rimoldi, P. (1987), "Design and Construction of a Geogrid
<br />Reinforced Embankment Over Waste Material," Proc. Geosynthetics '87, New
<br />Orleans, LA, Industrial Fabrics Association International, St. Paul, MN.
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<br />Wave Propagation Methods to the Seismic Analysis of Landfills," Proc. WasteTech
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<br />Richardson, G. and Reynolds, D. (1991), "Geosynthetic Considerations in a landfill
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<br />Seed, H.B. and Idriss, I.M. (1970a), ''Analyses of Ground Motions at Union Bay,
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<br />Sociery of America, Vol. 60, No. 1.
<br />Seed, H.B. and Idriss, I.M. (1970b), "Soil Moduli and Damping Factors for
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<br />Research Center, University of California, Berkeley, CA.
<br />Seed, R.B., and Bonaparte, R. (1992) "Seismic Analysis and Design of Lined Waste
<br />Fills: Current Practice," Proceedings, Stability of Slopes and Embankments -II,
<br />Vol. 2, Special Geotechnical Publication No. 31, ASCE, New York, NY.
<br />Shanna, H.D., Dukes, M.T., and Olsen, D.M. (1990), "Field Measurements of
<br />Dynamic Moduli and Poisson's Ratio of Refuse and Underlying Soils at a Landfill
<br />Site," Geotechnics of Waste Fill-Theory and Practice, STP 1070, ASTM, Phil., PA.
<br />Sharma, H. D. and Goyal, H.K. (1991), "Performance of a Hazardous Waste and
<br />Sanitary Landfill Subjected to Lorna Prieta Earthquake," Proc. 2nd Int. Conf on
<br />Recent Adv. in Geotech. Earthquake Eng. and Soil Dyn., U. Missouri, Rolla, MO.
<br />Siegel, R.A., Robertson, R.J., and Anderson, D.G. (1990) "Slope Stability
<br />Investigation at a Landfill in Southern California," Geotechnics of Waste Fills -
<br />Theory and Practice, STP 1070, ASTM, Philadelphia, PA.
<br />Singh, S. and Murphy, B.J. (1990), "Evaluation of the Stability of Sanitary
<br />Landfills," Geotechnics of Waste Fills-Theory and Practice, STP 1070, ASTM,
<br />Philadelphia, PA.
<br />Vucetic, M., and Dobry, R. (1991), "Effect of Soil Plasticity on Cyclic Response,"
<br />Journal of the Geotechnical Engineering Division, ASCE, VoL 111, No. 1
<br />WCC (1987), "Seismic StabilitY Evaluations, Operating Industries Landfill," report
<br />prepared for Camp Dresser McKee, Woodward Clyde Consultants, Santa Ana, CA
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