您当前的位置：
首页 >
文章列表页 >
Analysis of compressibility of structural soils based on disturbed state concept
更新时间：2026-06-25

    • Analysis of compressibility of structural soils based on disturbed state concept

    • Vol. 31, Issue 11, (2010)
    • CLC： TU411

    • Online First：24 November 2010，

      Published：2010

    移动端阅览

  • LIU Wei-zheng, SHI Ming-lei, MIAO Lin-chang. Analysis of compressibility of structural soils based on disturbed state concept[J]. 2010, 31(11). 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

2952

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

Experimental study of influence of zinc ions on one-dimensional compressibility of bentonite
Experimental study of permeability coefficient of natural saturated clay and its prediction model
Effect of soil structure on compression behavior of natural soft clays
Modelling disturbed state and anisotropy of natural soft clays
The influences of soil structure on compressibility of Qiongzhou Strait soft marine clay

Related Author

YU Chuang
CHEN Zhi-long
FANG Wei
LIU Zhi-bin
LIU Wei-zheng
YIN Jie
XU Yang-bin
YU Xiao-jun

Related Institution

College of Architecture and Civil Engineering, Wenzhou University
Institute of Geotechnical Engineering, Southeast University
School of Civil Engineering, Central South University
Department of Civil Engineering, Faculty of Civil Engineering and Mechanics, Jiangsu University
School of Civil Engineering, Yancheng Institute of Technology
0