您当前的位置：
首页 >
文章列表页 >
Generalized slice method for stability analysis of slope with non-circular slide face under multipoint and multidirection seismic ground motions
更新时间：2026-06-25

    • Generalized slice method for stability analysis of slope with non-circular slide face under multipoint and multidirection seismic ground motions

    • Vol. 31, Issue 12, (2010)
    • CLC： TU457

    • Online First：21 December 2010，

      Published：2010

    移动端阅览

  • GAO Yu-feng, FAN Zhao-ping. Generalized slice method for stability analysis of slope with non-circular slide face under multipoint and multidirection seismic ground motions[J]. 2010, 31(12). 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

2885

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

Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station
Stability analysis of three-dimensional bridge abutment slope based on strength reduction method for inhomogeneous slope
Research on effect of closed air pressure on slope stability under intense rainfall
Analysis of slope stability based on modified relationship of intermediate principal stress
Researches on general stability for dump slope based on three-dimensional geologic model

Related Author

XU Ming-yi
ZHEN Hui-feng
WU Yu-sheng
CHEN Shen-hong
HU Song-shan
TONG Shen-jia
LIU Bin-qing
TAN Hua

Related Institution

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University
Guangxi Key Laboratory of Road Structure and Materials，Guangxi Transportation Research Institute
Institute of Road Engineering, Guangxi Transportation Research Institute
School of Civil Engineering, Xi’an University of Architecture & Technology
Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University
0