Closure to “Municipal Solid Waste Slope Failure. I: Waste and Foundation Soil Properties” by Hisham T. Eid, Timothy D. Stark, W. Douglas Evans, and Paul E. Sherry
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 9
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References
1.
Earth Science Consultants, Inc. (1997). “Slope stability and linear evaluation—Springfield Township, Mahoning County, Ohio.” Rep. Prepared for Mahoning Landfill, Inc., New Springfield, Ohio.
2.
Schmucker, B. O., and Hendron, D. M. (1998). “Forensic analysis of 9 March 1996 north slope landslide at the Rumpke Sanitary Landfill, Hamilton County, Ohio.” Proc., 12th GRI Conf. on Field Performance of Geosynthetics and Geosynthetic Related Sys., Drexel University, Philadelphia, Pa., 269–295.
3.
Stark, T. D. (1999). “Stability of waste containment facilities.” Proc., Waste Tech '99, National Solid Wastes Management Association, New Orleans, 1–24.
4.
Stark, T. D., and Eid, H. T. (1998). “Performance of three‐dimensional slope stability methods in practice.” J. Geotech. and Geoenvir. Engrg., ASCE, 124(11), 1049–1060.
5.
Stark, T. D., Arellano, D., Evans, W. D., Wilson, V., and Gonda, J. (1998). “Unreinforced geosynthetic clay liner case history.” Geosynthetics Int. J., 5(5), 521–544.
6.
Wilson, V., Evans, W. D., and Stark, T. D. (2000). “An interim slope failure involving leachate recirculation.” Proc., Waste Tech '00, National Solid Wastes Management Association, Orlando, Fla., 9‐1–9‐19.
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Copyright © 2001 ASCE.
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Published online: Sep 1, 2001
Published in print: Sep 2001
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