Prediction of Clay Behaviour in Undrained and Partially Drained Cyclic Triaxial Tests-Reference-Cited by-同舟云学术

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Prediction of Clay Behaviour in Undrained and Partially Drained Cyclic Triaxial Tests

Published:1992-12 Issue:4 Volume:32 Page:117-127
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hyodo Masayuki,Yasuhara Kazuya,Hirao Kazutoshi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference19 articles.

1. Bearing capacity for foundations with cyclic loads;Andersen;Journal of Geotech. Eng., Proc. ASCE,1988

2. Model tests of gravity platforms, II: Interpretation;Andersen;Journal of Geotech. Eng., Proc. ASCE,1989

3. A computer program for the analysis of pore pressures generation and dissipation during cyclic or earthquake loading;Booker,1976

4. Foundation engineering for gravity structures in the Northern North Sea;Eide,1984

5. The role of waves in causing submarine landslides;Henkel;Géotechnique,1970

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