Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand-Reference-Cited by-同舟云学术

Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand

Published:2017-10 Issue:5 Volume:57 Page:720-732
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Xiong Huan,Cai Yuanqiang,Yang Zhongxuan,Chai Jinchun

Funder

National Natural Science Foundation of China

National Outstanding Youth Foundation of China

Natural Science Foundation of Zhejiang Province

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference27 articles.

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2. Permanent displacement of sand with cyclic loading;Bouckovalas;J. Geotech. Eng.,1984

3. Traffic-load-induced permanent deformation of road on soft subsoil;Chai;J. Geotech. Geoenviron. Eng.,2002

4. Residual deformation of undrained samples during cyclic loading;Chang;J. Geotech. Eng. Div.,1982

5. Drained permanent deformation of sand due to cyclic loading;Chang;J. Geotech. Eng.,1988

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