Deformation behavior of anisotropically overconsolidated clay under one-way cyclic loading-Reference-Cited by-同舟云学术

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Deformation behavior of anisotropically overconsolidated clay under one-way cyclic loading

Published:2020-02 Issue: Volume:129 Page:105943
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Xu Zhizhen,Pan Linyou,Gu Chuan,Wang Jun,Cai Yuanqiang

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Zhejiang Provincial Natural Science Foundation

Science and Technology Research Program of Wenzhou city

Publisher

Elsevier BV

Subject

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

Reference31 articles.

1. Stress-strain-strength responses of compressible chicago glacial clays;Finno;J Geotech Eng,1992

2. Time variations of the K0 coefficient in overconsolidated clays due to morphological evolution of slopes;Bozzano;Eng Geol,2014

3. Influence of anisotropic consolidation stress paths on compression behaviour of reconstituted wenzhou clay;Shi;Géotech Lett,2015

4. Effect of anisotropic consolidation stress paths on the undrained shear behavior of reconstituted Wenzhou clay;Cai;Eng Geol,2018

5. Triaxial tests on compacted clays for consolidated-undrained conditions;VandenBerge;Geotech Test J,2014

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