Combined effects of initial static shear and continuous principal stress rotation on the liquefaction behavior of granular materials-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Combined effects of initial static shear and continuous principal stress rotation on the liquefaction behavior of granular materials

Published:2023-06 Issue: Volume:158 Page:105362
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Wu Qixin,Zhao Futang,Xia Wentian,Zheng Jun-Jie,Zheng Yewei

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference39 articles.

1. Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation;Chen;Géotechnique,2020

2. Liquefaction susceptibility of saturated coral sand subjected to various patterns of principal stress rotation;Chen;J Geotech Geoenviron Eng,2021

3. Deformation properties of sand with initial static shear in undrained cyclic torsional shear tests and their modeling;Chiaro,2010

4. Effects of initial static shear on liquefaction and large deformation properties of loose saturated toyoura sand in undrained cyclic torsional shear tests;Chiaro;Soils Found,2012

5. Undrained cyclic shear strength and residual shear strain of saturated sand by cyclic triaxial tests;Hyodo;Soils Found,1991

Cited by 4 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. An approach to DEM simulation of hollow torsional shear tests for achieving general loading paths;Computers and Geotechnics;2024-08

2. Effects of intermediate principal stress on the granular material behavior under partial drainage conditions;Acta Geotechnica;2024-03-20

3. Effect of static shear stress and cyclic loading direction on cyclic behaviors of granular soils by DEM analysis;Computers and Geotechnics;2024-03

4. DEM study on the non-coaxial deformation characteristics of granular soils under various traffic loading conditions;Computers and Geotechnics;2023-10

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