您当前的位置：
首页 >
文章列表页 >
CT-triaxial shear tests on the meso-structure evolution and strength of unsaturated loess Q3 during unloading confining pressure
更新时间：2026-06-25

    • CT-triaxial shear tests on the meso-structure evolution and strength of unsaturated loess Q3 during unloading confining pressure

    • Vol. 31, Issue 4, (2010)
    • CLC： TU411.7

    • Online First：30 April 2010，

      Published：2010

    移动端阅览

  • LI Jia-gui, CHEN Zheng-han, HUANG Xue-feng, et al. CT-triaxial shear tests on the meso-structure evolution and strength of unsaturated loess Q3 during unloading confining pressure[J]. 2010, 31(4). 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

2545

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

Soil-water characteristic curve and permeability perdiction on Childs & Collis-Geroge model of unsaturated loess
Research on secondary consolidation of clay under different squeezing disturbance
Discussion on stress-strain relation of intact loess considering soil structure
Study of strength and deformation of cylindrical hole damaged expansive soil by CT-triaxial test
Test study of loess structure based on static strength conditions

Related Author

LI Ping
LI Tong-lu
WANG Hong
LIANG Yan
LEI Hua-yang
DING Xiao-dong
Lü Qian-qian
JIA Ya-fang

Related Institution

Key Laboratory of Education Ministry on Highway Engineering of Special Region, Institute of Highway, Chang’an University
Department of Geological Engineering, School of Geological Engineering and Surveying, Chang’an University
Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin University
Department of Civil Engineering, Tianjin University
Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Institute of Urban Construction
0