Cyclic DSS tests for the evaluation of stress densification effects in liquefaction assessment-Reference-Cited by-同舟云学术

Cyclic DSS tests for the evaluation of stress densification effects in liquefaction assessment

Published:2015-08 Issue: Volume:75 Page:98-111
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Viana Da Fonseca A.,Soares M.,Fourie A.B.

Funder

FCT

QREN

European Communion Operational Program for Competitive Factors – COMPETE

Publisher

Elsevier BV

Subject

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

Reference22 articles.

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2. Hynes M. E. and Olsen R. S. Influence of confining stress on liquefaction resistance. In: Proceedings of the International Workshop on Physics and Mechanics of Soil Liquefaction, Balkema, Rotterdam, Netherlands; 1999.

3. Correlation between liquefaction resistance and shear wave velocity;Tokimatsu;Soils Found,1990

4. Sand liquefaction under cyclic loading simple shear conditions,;Peacock;J Soil Mech Found Div,1968

5. Geotecnical Earthquake Engineering;Kramer,1996

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