您当前的位置:
首页 >
文章列表页 >
Application of E.Hoek method to evaluating mechanical parameters of closely jointed rock mass——A case study of Baiyian Landslide in Three Gorges area
更新时间:2026-06-25
    • Application of E.Hoek method to evaluating mechanical parameters of closely jointed rock mass——A case study of Baiyian Landslide in Three Gorges area

    • Vol. 26, Issue 10, (2005)
    • CLC: O319.56
    • Online First:30 December 2013,

      Published:2005

    移动端阅览

  • LIAO Qiu-lin, LI Xiao, ZHANG Nian-xue, et al. Application of E.Hoek method to evaluating mechanical parameters of closely jointed rock mass——A case study of Baiyian Landslide in Three Gorges area[J]. 2005, 26(10). 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

1438

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 mechanic parameters of bolted fractured rock mass under unloading
Construction and application of soil database based on SQL
Model test research on multiple sliding failure of a jointed rock mass
Study on controlled shaping blasting technology for jointed rock mass
Model test research on multiple sliding failure of a jointed rock mass

Related Author

WANG Le-hua
LI Jian-lin
DENG Hua-feng
ZHU Jun-gao
XU Lei-yun
WANG Guo-bin
YANG Chang-bin
YAN E-chuan

Related Institution

School of Water Resource and Hydropower, Wuhan University
College of Civil & Hydropower Engineering, China Three Gorges University
Research Institute of Geotechnical Engineering, Hohai University
Habei Provincial Planning and Design Institute of Communications
Faculty of Engineering China University of Geosciences
0