您当前的位置：
首页 >
文章列表页 >
Calculation of anti-slide piles spacing based on soil arching effect
更新时间：2026-06-25

    • Calculation of anti-slide piles spacing based on soil arching effect

    • Vol. 31, Issue 4, (2010)
    • CLC： TU443

    • Online First：30 April 2010，

      Published：2010

    移动端阅览

  • ZHAO Ming-hua, LIAO Bin-bin, LIU Si-si. Calculation of anti-slide piles spacing based on soil arching effect[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

3062

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 stability diagram of rock bedded slope under hydraulic pressure
Study of boundaries of membership function values for slope fuzzy reliability analysis
Research on deformation failure mechanism and stability of slope rock mass containing multi-weak interlayers
Slope back analysis based on slip surface depth under Mohr-Coulomb criterion
Analysis of critical rotation angle of homogeneous soil slopes instability aroused by seismic action

Related Author

XIA Kai-zong
CHEN Cong-xin
LU Zu-de
SONG Ya-fen
ZHOU Yi-chao
LUO Xin-ting
ZHANG Yong-jie
LI You-jun

Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
College of Civil and Architecture Engineering, Guizhou University
School of Civil Engineering and Architecture, Changsha University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University
0