Closure to “Minimum Thickness of Compacted Soil Liners: II. Analysis and Case Histories” by Craig H. Benson and David E. Daniel
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 121, Issue 6
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References
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Benson, C., and Charbeneau, R. (1991). “Reliability analysis of time of travel in earthen landfill liners.” Proc., Geotech. Congr., ASCE, New York, N.Y., 456–467.
2.
Benson, C., and Boutwell, G. (1992). “Compaction control and scale‐dependent hydraulic conductivity of clay liners.” Proc., 15th Annu. Madison Waste Conf., University of Wisconsin, Madison, Wis., 62‐83.
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4.
Benson, C., Hardianto, F., and Motan, E. (1994a). “Representative specimen size for hydraulic conductivity assessment of compacted soil liners.” Hydraulic conductivity and waste contaminant transport in soils, ASTM STP 1142, D. Daniel and S. Trautwein, eds., ASTM, Philadelphia, Pa., 3–29.
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Published online: Jun 1, 1995
Published in print: Jun 1995
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