CONSIDERATION ON COMPRESSION PROPERTIES OF M CLAY BASED ON THE PORE SIZE DISTRIBUTION MEASUREMENT
Author:
Affiliation:
1. JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1999/624/1999_624_203/_pdf
Reference21 articles.
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2. 2) 土壌物理研究会編: 土の物理学 -土質工学- 基礎の森北出版, pp. 121-146, 1979.
3. 3) Ahmed, S., Lovell, C. W. and Diamond, S.: Pore size and strength of compacted clay, Journal of the Geotechnical Engineering Division, ASCE, pp. 407-425, 1974.
4. 4) Delage, P. and Lefebvre, G.: Study of the structure of a sensitive Champlain clay and of its evolution during consolidation, Canadian Geotechnical Journal, Vol. 21, pp. 21-35, 1984
5. 5) Lapierre, C., Leroueil, S. and Locat, J.: Mercury intrusion and permeability of Louisevilly clay, Canadian Geotechnical Journal, Vol. 27, pp. 761-773, 1990.
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