DISCUSSIONS AND CLOSURES
Dec 1, 1985
Discussion of “Predicting Hydraulic Conductivity of Clay Liners” by David E. Daniel (February, 1984)
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VIEW THE REPLYPublication: Journal of Geotechnical Engineering
Volume 111, Issue 12
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References
1.
Proctor, R. R., “Fundamental Principles of Soil Compaction,” ENR, Vol. III, Aug. 31–Sept. 28, 1933.
2.
Holtz, W. G., and Lowitz, C. W., Compaction Characteristics of Gravelly Soils,” ASTM STP No. 232, 1957.
3.
Hamilton, L. W., “Percolation, Consolidation and Shear Studies,” USSR Laboratory Report No. EMS‐6, 1940.
4.
Holtz, W. G., “Construction of Compacted Soil Linings for Canals,” Proceedings Third Int. Conference on Soil Mechanics and Foundation Engineering, Vol. II, 1953.
5.
Holtz, W. G., “Volume Change in Expansive Clay Soils and Control by Lime Treatment,” Second Int. Conf. on Expansive Clay Soils, Proceedings, Vol. I, Texas A&M Univ., 1969.
6.
Holtz, W. G., “Compaction and Related Properties of Retorted Oil Shale,” Journal of Geotechnical Engineering, ASCE, Vol. 109, No. 10, Oct., 1983.
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Copyright © 1985 ASCE.
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Published online: Dec 1, 1985
Published in print: Dec 1985
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Wesley G. Holtz, F. ASCE
Consulting Engr. (Formerly Chf., Soils Engr., USBR)
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