Nonlinear consolidation finite element analysis of a layered soft soil foundation under multistage loading based on the continuous drainage boundary
Author:
Funder
Jiangsu Ocean University
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference42 articles.
1. A time-dependent bounding surface model for anisotropic cohesive soils;Al-Shamrani;Soils Found.,1998
2. Consolidation of clay with non-linear viscosity;Barden;Geotechnique,1965
3. Efficient nonlinear finite element modeling of slab on steel stringer bridges;Barth;Finite Elem. Anal. Des.,2006
4. Compression and permeability relationships in high water content clays;Berilgen;Appl. Clay Sci.,2006
5. Enhancement of the accuracy of numerical field computation using an adaptive three-dimensional remeshing scheme;Borouchaki;Cr. Mecanique,2010
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. Analysis of accelerated consolidation effect of permeable pipe pile using coupled MPM-FEM method and continuous drainage boundary condition;Computers and Geotechnics;2024-12
2. One‐dimensional consolidation analysis of layered soil with exponential flow under continuous drainage boundary;International Journal for Numerical and Analytical Methods in Geomechanics;2024-08-05
3. Analysis of time-dependent bearing capacity of pile foundation in marine soft soil region considering non-Darcy flow;Ocean Engineering;2024-08
4. Double Drainage Consolidation Theory of Vertical Drains Based on Continuous Drainage Boundary Conditions;Buildings;2024-04-18
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