Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation-Reference-Cited by-同舟云学术

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Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation

Published:2016-11 Issue: Volume:214 Page:29-42
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Qian Jian-Gu,Wang Yong-Gang,Yin Zhen-Yu,Huang Mao-Song

Funder

National Natural Science Foundation of China

Research on key technology of large-span municipal tunnel construction and operation

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference45 articles.

1. Undraied behavior of clay under cyclic shear stresses;Ansal;J. Geotech. Eng.,1989

2. Rutting of granular pavements;Arnold,2004

3. Cyclic behavior of clays in undrained simple shear;Azzouz;J. Geotech. Geoenviron. Eng.,1989

4. Soil mechanics in pavement engineering;Brown;Geotechnique,1996

5. Validation experiments for lower bound shakedown theory applied to layered pavement systems;Brown;Geotechnique,2012

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