One-Dimensional Consolidation Analysis of Normally Consolidated Soft Clays Under Vibratory Loads
Author:
Publisher
Elsevier BV
Reference23 articles.
1. One-dimensional consolidation under general time-dependent loading;E Conte;Can Geotech J,2006
2. Nonlinear consolidation analysis of soil with variable compressibility and permeability under cyclic loadings;X Geng;Int J Numer Anal Meth Geomech,2006
3. Numerical analysis of one-dimensional consolidation of soft clays subjected to cyclic loading and non-Darcian flow;C S Satwik;Comput Geotech,2022
4. Consolidation of inelastic clays under rectangular cyclic loading;M M Toufigh;Soil Dynamics Earthquake Eng,2009
5. Nonlinear analytical solution for one-dimensional consolidation of soft soil under cyclic loading;K H Xie;J Zhejiang Univ -Sci A,2006
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