Effect of anisotropic consolidation stress paths on the undrained shear behavior of reconstituted Wenzhou clay-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Effect of anisotropic consolidation stress paths on the undrained shear behavior of reconstituted Wenzhou clay

Published:2018-08 Issue: Volume:242 Page:23-33
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Cai Yuanqiang,Hao Bingbing,Gu Chuan,Wang Jun,Pan Linyou

Funder

National Key Research and Development

National Natural Science Foundation of China

Provincial Nature Science Foundation of Zhejiang

Science and technology Research Program of Wenzhou City

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Assessments of swelling anisotropy of Ankara clay;Avsar;Eng. Geol.,2009

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

3. The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays;Brosse;Géotechnique,2017

4. One-way cyclic triaxial behavior of saturated clay: comparison between constant and variable confining pressure;Cai;J. Geotech. Geoenviron. Eng.,2013

5. Stiffness degradation and plastic strain accumulation of clay under cyclic load with principal stress rotation and deviatoric stress variation;Cai;J. Geotech. Geoenviron.,2018

Cited by 74 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A novel solution to the Biot consolidation of transversely isotropic media by the transformed differential quadrature method;Computers and Geotechnics;2024-09

2. WITHDRAWN: Effect of matric suction on stress-induced anisotropy behavior of unsaturated clay;2024-08-29

3. Dynamic Stability Analysis of a Wharf under Cyclic Loading Considering the Weakening Effect of a Soft Foundation;Soil Mechanics and Foundation Engineering;2024-07

4. Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions;Soil Dynamics and Earthquake Engineering;2024-07

5. Gravity wharf failure mechanism and safety analysis considering the wave-structure-soft-soil-foundation interaction;Journal of Measurements in Engineering;2024-06-06

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3