A critical state interpretation for the cyclic liquefaction resistance of silty sands-Reference-Cited by-同舟云学术

A critical state interpretation for the cyclic liquefaction resistance of silty sands

Published:2003-02 Issue:2 Volume:23 Page:115-125
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Bouckovalas George D,Andrianopoulos Konstantinos I,Papadimitriou Achilleas G

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference20 articles.

1. A state parameter for sands;Been;Geotechnique,1985

2. The critical state of sands;Been;Geotechnique,1991

3. Soil behaviour in earthquake geotechnics;Ishihara;Oxford Engng Sci Ser,1993

4. Ground failures under seismic conditions;Koester,1994

5. Kondoh M, Sasaki Y, Matsumoto H. Effect of fines content on soil liquefaction strength (Part 1). Proceedings of the Annual Meeting of the JSSMFE. Tsukuba, Japan: Public Works Research Institute, Ministry of Construction; 1987.

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