您当前的位置:
首页 >
文章列表页 >
Quasi-static analysis of seismic stability of anchored rock slope under surcharge and water pressure conditions
更新时间:2026-06-25
    • Quasi-static analysis of seismic stability of anchored rock slope under surcharge and water pressure conditions

    • Vol. 31, Issue 11, (2010)
    • CLC: TU431
    • Online First:24 November 2010,

      Published:2010

    移动端阅览

  • LUO Qiang, LI Liang, ZHAO Lian-heng. Quasi-static analysis of seismic stability of anchored rock slope under surcharge and water pressure conditions[J]. 2010, 31(11). 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

2656

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

Seismic stability of anchored rock slope using pseudo-dynamic method
Optimizing design methods of anchorage and drainage on intake slope of Xiaowan project
A method for calculation of anchor force in slope reinforcement
Comparing a new double reduction method to classic strength reduction method for slope stability analysis
A simplified analysis method of block stability in large underground powerhouse

Related Author

RUAN Xiao-bo
SUN Shu-lin
LIU Wen-liang
ZHANG Fa-ming 1
CHEN Zu-yu 2
WANG Xiao-gang 2
JIA Zhi-xin 2
LIU Hua-li

Related Institution

College of Civil and Transportation Engineering, Hohai University
State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University
College of Earth Sciences and Engineering, Hohai University
College of Civil Engineering, Hohai University
China Institute of Water Resource and Hydropower Research
0