您当前的位置：
首页 >
文章列表页 >
Study of monotonic and coupling cyclic shear characteristics of overconsolidated clay
更新时间：2026-06-25

    • Study of monotonic and coupling cyclic shear characteristics of overconsolidated clay

    • Vol. 30, Issue 9, (2009)
    • CLC： TU443

    • Online First：24 March 2010，

      Published：2009

    移动端阅览

  • NIE Ying, LUAN Mao-tian, TANG Xiao-wei, et al. Study of monotonic and coupling cyclic shear characteristics of overconsolidated clay[J]. 2009, 30(9). 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

2894

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

Influence of long-term partial drainage of shield tunnel on tunnel deformation and surface settlement
Study of characteristics of pore water pressure and strength of overconsolidated saturated marine clay under bidirectional cyclic loadings
Stability of high relative density silt under cyclic principal stress axis rotation
Experimental study of development of strain and pore water pressure during liquefaction of saturated Lanzhou loess
Study of failure criterion for Hangzhou intact soft clay under complex stress path

Related Author

HUANG Hong-wei
ZHANG Dong-mei
LIU Yin
LUAN Mao-tian
LIU Gong-xun
ZHANG Jian
LIU Han-long
YAN Jun

Related Institution

Department of Geotechnical Engineering, Tongji University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Institute of Geotechnical Engineering, School of Civil Engineering, Dalian University of Technology
Key Laboratory of Dredging Technology, Shanghai Waterway Engineering Design and Consulting Co., Ltd. of CCCC
Geotechnical Research Institute, Hohai University
0