您当前的位置：
首页 >
文章列表页 >
Numerical simulation for chemo-plastic coupled constitutive behavior of partially saturated soils
更新时间：2026-06-25

    • Numerical simulation for chemo-plastic coupled constitutive behavior of partially saturated soils

    • Vol. 30, Issue 7, (2009)
    • CLC： O69

    • Online First：10 March 2011，

      Published：2009

    移动端阅览

  • ZHOU Lei, ZHANG Hong-wu. Numerical simulation for chemo-plastic coupled constitutive behavior of partially saturated soils[J]. 2009, 30(7). DOI：

  •  
  •  
icon
试读结束，您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束，您可以通过登录账户，到个人中心，购买VIP会员阅读全文。
已是VIP会员？
去登录 >

0

Views

2527

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Implicit integration algorithm of a hydro-mechanical coupling constitutive model for unsaturated soils
Crack tip plastic zone and elastoplastic fracture model for nonpenetrating jointed rock mass under uniaxial compression
Study of elastoplastic damage constitutive model of rocks based on Drucker-Prager criterion
Numerical implementation of implicit integration algorithm for modified Cam-clay model in ABAQUS
Numerical implementation of a state-dependent constitutive model for unsaturated clays

Related Author

LIU Yan
WEI Chang-fu
FANG Qian
CHEN Pan
YUAN Xiao-ping
LIU Hong-yan
WANG Zhi-qiao
YUAN Xiao-ping

Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Civil Engineering, Beijing Jiaotong University
School of Engineering & Technology, China University of Geosciences (Beijing)
College of Engineering and Technology, China University of Geosciences
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology
0