您当前的位置：
首页 >
文章列表页 >
Application of FLAC-3D to stability analysis of slope rock mass
更新时间：2026-06-25

    • Application of FLAC-3D to stability analysis of slope rock mass

    • Vol. 26, Issue S2, (2005)
    • CLC： TU457

    • Online First：16 December 2005，

      Published：2005

    移动端阅览

  • ZHANG Li-jie, HUANG Zheng-jia, Lei-jing. Application of FLAC-3D to stability analysis of slope rock mass[J]. 2005, 26(S2). 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

254

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

Study on stability and reinforcement measures of an unstable rock masses of Xiluodu Hydropower station
Influence of moving train load on stability of underlying highway tunnel
Numerical simulation and stability analysis of soil nailing support for deep foundation pit by FEM
3D global stability analysis of unsaturated soil slope reinforced with piles
Nonlinear evolutionary mechanisms of Burridge-Knopoff model of planar-slip slope instability

Related Author

HUANG Da
HUANG Run-qiu
PEI Xiang-jun
LIU Wei-hua
YE Fei
DING Wen-qi
WANG Guo-bo
WANG Shi-min

Related Institution

College of Civil Engineering, Chongqing University
State Key Laboratory of Geological Hazard Prevention and Geoenvirronment Protection, Chengdu University of Technology
同济大学 岩土及地下工程教育部重点实验室/ 土木工程学院地下建筑与工程系
长安大学 桥梁与隧道陕西省重点实验室
School of Civil and Hydraulic Engineering, Dalian University of Technology
0