您当前的位置：
首页 >
文章列表页 >
Computational simulation of jacking force based on spherical cavity expansion theory and friction fatigue effect
更新时间：2026-06-25

    • Computational simulation of jacking force based on spherical cavity expansion theory and friction fatigue effect

    • Vol. 30, Issue 4, (2009)
    • CLC： TU473

    • Online First：30 January 2011，

      Published：2009

    移动端阅览

  • LIU Jun-wei, ZHANG Ming-yi, ZHAO Hong-fu, et al. Computational simulation of jacking force based on spherical cavity expansion theory and friction fatigue effect[J]. 2009, 30(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

2585

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

Calculating jacking resistance of jacked pile by using beating counts of standard penetration test
A spherical cavity expansion-sliding friction calculation model on penetration of pressed-in piles
Analysis of soil squeezing effect for spherical cavity expansion with inclined nonaxisymmetric displacement boundary
Observed long-term behavior of residual stress in jacked pile
Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay

Related Author

ZHANG Ming-yi
YU Su-jian
ZHOU Yi-zhong
ZHANG Ming-yi
DENG An-fu
LIU Ying
LI Jing-pei
RAO Ping-ping

Related Institution

Department of Civil Engineering, Qingdao Technological University
Qingdao Institute of Architecture and Engineering
Chongqing University
College of Civil Engineering and Architecture, Nanchang Institute Technology
Department of Geotechnical Engineering, Tongji University
0