DISCUSSIONS AND CLOSURES
Jan 1, 1992
Closure to “Hydraulic Conductivity of Three Landfill Clay Liners” by Mark E. Gordon, Paul M. Huebner, and Thomas J. Miazga (August, 1989, Vol. 115, No. 8)
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 118, Issue 1
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References
1.
Benson, C. H., and Daniel, D. E. (1990). “Influence of clods on hydraulic conductivity of compacted clay.” J. Geotech. Engrg., ASCE, 116(8), 1231–1248.
2.
Huebner, P. M., Gordon, M. E., and Miazga, T. J. (1989). “An evaluation of the quality of seepage from a clay‐lined landfill.” Proc., 12th Annual Madison Waste Conf. of Appl. Res. and Practice on Municipal and Industrial Waste. 78–97.
3.
McGinley, P. M., and Kmet, P. (1984). “Formation, characteristics, treatment and disposal of leachate from municipal solid waste landfills.” Special Report, Wisconsin Department of Natural Resources, Wisc.
4.
Sridharan, L., and Didier, P. (1988). “Leachate quality from containment landfills in Wisconsin.” Proc., 5th Annual Int. Solid Waste Conf., ISWA, Vol. 2, 134–138.
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Copyright © 1992 ASCE.
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Published online: Jan 1, 1992
Published in print: Jan 1992
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Mark E. Gordon, Member, ASCE
Envir. Engr., Wisconsin Dept. of Natural Resour., P.O. Box 7921, Madison, WI 53707
Paul M. Huebner
Hydrogeologist, Wisconsin Dept. of Natural Resour., P.O. Box 7921, Madison, WI
Thomas J. Miazga
Hydrogeologist, Wisconsin Dept. of Natural Resour., P.O. Box 7921, Madison, WI
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