Effects of Friction and Thickness on Long-Term Consolidation Behavior of Osaka Bay Clays-Reference-Cited by-同舟云学术

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Effects of Friction and Thickness on Long-Term Consolidation Behavior of Osaka Bay Clays

Published:2009-10 Issue:5 Volume:49 Page:823-824
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Mesri Gholamreza

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference3 articles.

1. An experimental investigation on the similitude in the consolidation of a soft clay, including the secondary creep settlement;Aboshi;Proc. 8th ICSMFE, Moscow,1973

2. Primary compression and secondary compression;Mesri,2001

3. Compressibility parameters during primary consolidation, Invited Special Lecture, International Symposium on Compression and Consolidation of Clayey Soils, Hiroshima;Mesri,1995

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