Liquefaction of K0-Consolidated Sand Under Cyclic Rotation of Principal Stress Direction With Lateral Constraint-Reference-Cited by-同舟云学术

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Liquefaction of K0-Consolidated Sand Under Cyclic Rotation of Principal Stress Direction With Lateral Constraint

Published:1985-12 Issue:4 Volume:25 Page:63-74
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Ishihara Kenji,Yamazaki Akira,Haga Kaoru

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference9 articles.

1. Principal stress rotation: A missing parameter;Arthur;Proc. ASCE,1980

2. Soil liquefaction by torsional simple shear device;Ishibashi;Proc. ASCE,1974

3. Liquefaction of saturated sand in triaxial torsion shear test;Ishihara;Soils and Foundations,1972

4. Liquefaction of anisotropically consolidated sand;Ishihara;Proc. 9 th International Conference on Soil Mechanics and Foundation Engineering,1977

5. Sand response to cyclic rotation of principal stress directions as induced by wave loads;Ishihara;Soils and Foundations,1983

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