Experimental study of the effects of initial shear stress on liquefaction potential through an energy-based approach
Author:
Funder
National Natural Science Foundation of China
Ningbo Municipal Bureau of Science and Technology
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference42 articles.
1. Assessment of silty sand liquefaction potential using hollow torsional tests—an energy approach;Baziar;Soil Dynam. Earthq. Eng.,2011
2. Direct simple-shear tests on a Norwegian quick clay;Bjerrum;Geotechnique,1966
3. An Experimental Study of Non-coaxial Soil Behaviour Using Hollow Cylinder Testing;Cai,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 multi-directional direct simple shear behavior of cohesive soil;DeGroot;Journal of Geotechnical Engineering,1996
Cited by 3 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. Effect of Drained Multi-Directional Loads on Liquefaction Resistance of Granular Material;Journal of Earthquake Engineering;2024-07-25
2. Undrained cyclic behavior of rubber-sand mixture under multi-directional loads;Case Studies in Construction Materials;2024-07
3. Granular behaviour under bi-directional shear with constant vertical stress and constant volume;Journal of Rock Mechanics and Geotechnical Engineering;2024-04
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