Liquefaction of Sand Due to Multidirectional Cyclic Shear-Reference-Cited by-同舟云学术

Liquefaction of Sand Due to Multidirectional Cyclic Shear

Published:1982-09 Issue:3 Volume:22 Page:126-130
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Tokimatsu Kohji,Yoshimi Yoshiaki

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference7 articles.

1. Sand liquefaction in large-scale simple shear tests;De Alba;Journal of the Geotechnical Engineering Division,1976

2. Pore-pressure rise mechanism and soil liquefaction;Ishibashi;Soils and Foundations,1977

3. Cyclic simple shear tests on saturated sand in multidirectional loading;Ishihara;Soils and Foundations,1980

4. Number of equivalent significant cycles in strong motion earthquakes;Lee;Proceedings of the International Conference on Microzonation, Seattle,1972

5. Pore-pressure changes during soil liquefaction;Seed;Journal of the Geotechnical Engineering Division,1976

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