|
GeoSyntec Consultants
<br />Makdisi, F.I., and Seed, H.B., "Simplified Procedure for Estimating Dam and
<br />Embankment Earthquake -Induced Deformations," Journal of Geotechnical Engineering
<br />Division, ASCE, Vol. 104, No. GT7, 1978, pp. 849-867.
<br />Matasovic, N., "Selection of Method for Seismic Slope Stability Analysis," Proc.
<br />Second International Conference on Recent Advances in Geotechnical Earthquake
<br />Engineering and Soil Dynamics, St. Louis, Missouri, Vol. 2, 1991, pp. 1057-1062.
<br />Newmark, N.M., "Effects of Earthquakes on Dams and Embankments," Gotechnique,
<br />Vol. 15, No. 2, 1965, pp. 139-160.
<br />Seed, R.B., and Bonaparte, R., "Seismic Analysis and Design of Lined Waste Fills:
<br />Current Practice," Stability and Performance of Slopes and Embankments, Volume 2,
<br />Proceedings of a Specialty Conference sponsored by the Geotechnical Engineering
<br />Division of the American Society of Civil Engineers, New York, NY, 1992,
<br />pp. 1521-1545.
<br />Sharma H.D., and S.P. Lewis, "Waste Containment Systems, Waste Stabilization, and
<br />Landfills, Design and Evaluation, " John Wiley & Sons, Inc., New York, 1994.
<br />Somasundarum, S., Caldwell, J.A., Loan, A.R., and Lafountain, L.J., "Design and
<br />Construction of an Evapotranspirative Cover at the OH Landfill, " Proceedings of the
<br />National Meeting of the Solid Waste Association of North America (SWANA),
<br />Denver, CO, June 1999.
<br />Sowers, G.F., "Foundation Problems in Sanitary Landfills," Journal of the Sanitary
<br />Engineering Division, ASCE, February, 1968.
<br />USEPA, "RCRA Subtitle D (258) Seismic Design Guidance for Municipal Solid Waste
<br />Landfill Facilities," U.S. Environmental Protection Agency, Washington, D.C.,
<br />April 1995.
<br />Zornberg, J.G. and Caldwell, J.A., "Design of Monocovers for Landfills in Arid
<br />Regions", Environmental Geotechnics, Proceedings of Third International Congress on
<br />Environmental Geotechnics, September 1998.
<br />J:\ALLIED\FORWARD\CLOSUREPLAN\REPORT 6-2 99.11.30
<br />
|