Undrained cyclic behavior of soft marine clay involved combined principal stress rotation-Reference-Cited by-同舟云学术

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Undrained cyclic behavior of soft marine clay involved combined principal stress rotation

Published:2018-12 Issue: Volume:81 Page:141-149
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Wang Yuke,Gao Yufeng,Zeng Changnv,Mahfouz Ali H.

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

"111" Project

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

Ocean Engineering

Reference29 articles.

1. One-way cyclic triaxial behavior of saturated clay: comparison between constant and variable confining pressure;Cai;J. Geotech. Geoenvironmental Eng.,2012

2. Effects of principal stress rotation on resilient behavior in rail track foundations;Gräbe;J. Geotech. Geoenvironmental Eng.,2013

3. Flow theory for sand during rotation of principal stress direction;Gutierrez;Soils Found.,1991

4. Dynamic modulus characteristics of saturated clays under variable confining pressure;Gu;Can. Geotech. J.,2016

5. Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure;Gu;Soils Found.,2016

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