您当前的位置:
首页 >
文章列表页 >
Three-dimensional stability analysis of stratified rock slope based on ubiquitous-joint model
更新时间:2026-06-25
    • Three-dimensional stability analysis of stratified rock slope based on ubiquitous-joint model

    • Vol. 30, Issue 3, (2009)
    • CLC: TU457
    • Online First:28 January 2011,

      Published:2009

    移动端阅览

  • JIANG Qing-qing, HU Yi-fu, LAI Wei-ming. Three-dimensional stability analysis of stratified rock slope based on ubiquitous-joint model[J]. 2009, 30(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

1357

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

Analysis of three-dimensional stability of slope in foundation pit using point safety factor
Computation of dynamic safety factor of rock slope stability based on unified strength theory
Three-dimensional stability study of semi-deterministic blocks in complex rock high slope
Study of calculation model of anchors in strength reduction FEM
Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station

Related Author

CHEN Wei-ming
YANG Bing
LIU Yong-jiang
YANG Tao
CHE Ai-lan2
LI Yue-ming1
LIU Jian-jun1
KONG Ji-ming

Related Institution

重庆交通科研设计院
西南交通大学 土木工程学院
Department of Geotechnical Engineering, Southwest Jiaotong University
Institute of Mountain Hazards and Environment of Water Resources, Chinese Academy of Sciences
Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences
0