Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions

Published:2024-07 Issue: Volume:182 Page:108692
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

He Xuan,Sun Honglei,Gu Chuan,Yang Junhao,Wang Jun,Ge Miaomiao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference48 articles.

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

2. Dynamic strength characteristics and failure criteria of anisotropically consolidated silt under principal stress rotation;Shen;J Cent S Univ,2013

3. Anisotropy of undrained shear strength induced by K 0 consolidation and swelling in cohesive soils;Toyota;Int J GeoMech,2014

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

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

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