您当前的位置：
首页 >
文章列表页 >
Analysis of squeezing effect of compaction piles based on modified Cam-clay model
更新时间：2026-06-25

    • Analysis of squeezing effect of compaction piles based on modified Cam-clay model

    • Vol. 32, Issue 3, (2011)
    • CLC： TU470

    • Online First：21 March 2011，

      Published：2011

    移动端阅览

  • SONG Yong-jun, HU Wei, WANG De-sheng, et al. Analysis of squeezing effect of compaction piles based on modified Cam-clay model[J]. 2011, 32(3). 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

2988

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

A constitutive model coupling elastoplasticity and damage for methane hydrate-bearing sediments
Analysis of small disturbing construction of protective jacket tube for cast-in-situ bored pile
A field experimental study of compaction piles in collapsible loess foundation
Field test and numerical simulation of squeezing effect of pipe pile
Reliability analysis of soft foundations settlement based on LSSVM and MCS

Related Author

ZHAO Chun-feng
YANG Qi-jun
CHEN Tian-wen
LIU Chong-qing
ZHOU Shun-hua
HUANG Da-wei
YANG Peng
MI Hai-zhen

Related Institution

Key Laboratory of Geotechnical & Underground Engineering of Ministry of Education, Tongji University
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University
State-owned Assets Bureau, Inner Mongolia University of Science and Technology
The Third Railway Survey a nd Design Institute Group Corporation
Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongii University
0