您当前的位置：
首页 >
文章列表页 >
One-dimensional consolidation analysis considering exponential flow law and time-depending loading
更新时间：2026-06-25

    • One-dimensional consolidation analysis considering exponential flow law and time-depending loading

    • Vol. 32, Issue 2, (2011)
    • CLC： U416.1

    • Online First：16 February 2011，

      Published：2011

    移动端阅览

  • LI Chuan-xun, XIE Kang-he, LU Meng-meng, et al. One-dimensional consolidation analysis considering exponential flow law and time-depending loading[J]. 2011, 32(2). 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

4320

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

Series solution to one-dimensional consolidation in unsaturated soils based on the homology analysis method
Elastoplastic solutions to strain-softening behavior of surrounding rock masses of deep circular tunnels considering dilatancy effect
A new kind of finite difference scheme for exact solutions of one-dimensional wave equation in heterogeneous layer media
Study of aseismatic performance of a typical subway tunnel with initial defects
Influences of shield advance rate and abnormal machine halt on tunnelling-induced ground surface settlements

Related Author

LI Ji-wei
WANG Hua-bin
ZHANG Ling
CUI Lan
ZHENG Jun-jie
ZHANG Rong-jun
ZHANG Wei
FAN Liu-ming

Related Institution

College of Civil Engineering and Mechanics, Huazhong University of Science and Technology
Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology
College of Civil Engineering and Architecture, Xi’an University of Technology
School of Civil Engineering and Traffic Engineering, Beijing Institute of Civil Engineering and Architecture
Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing Institute of Civil Engineering and Architecture
0