DISCUSSIONS AND CLOSURES
Sep 1, 1997
Closure to “Compressibility of Clays: Fundamental and Practical Aspects” by S. Leroueil
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VIEW THE ORIGINAL ARTICLEAuthor: S. LeroueilAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 123, Issue 9
1090-0241(1997)123:9(895.2)/asset/97214749-6418-4163-b30a-11e3ae67f731/assets/(asce)1090-0241(1997)123:9(895.2).fp.png)
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References
1.
Holzer, T. L., Hoeg, K., and Arulanandan, K. (1973). “Excess pore pressures during undrained clay creep.” Can. Geotech. J., Ottawa, Canada, 10(1), 12–24.
2.
Leroueil, S., and Marques, M. E. S. (1996). “Importance of strain rate and temperature effects in geotechnical engineering.” Session on Measuring and Modeling Time Dependent Soil Behavior, ASCE Convention, ASCE, New York, N.Y., 1–60.
3.
Yoshikuni, H., Nishiumi, H., Ikegami, S., and Seto, K. (1994). “The creep and effective stress‐relaxation behavior in one‐dimensional consolidation.” 29th Japan Nat. Conf. on Soil Mech. and Found. Engrg., 29, 269–270 (in Japanese).
4.
Yoshikuni, H., Kusakabe, O., Okada, M., and Tajima, S. (1995). “Mechanism of one‐dimensional consolidation.” Int. Symp. on Compression and Consolidation of Clayey Soils—IS‐Hiroshima's95, 1, 497–504.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 123 • Issue 9 • September 1997
Pages: 895
Copyright
Copyright © 1997 ASCE.
History
Published online: Sep 1, 1997
Published in print: Sep 1997
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Authors
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S. Leroueil
Prof. of Civ. Engrg., Université Laval, Sainte‐Foy, Québec, G1K 7P4, Canada.
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