您当前的位置:
首页 >
文章列表页 >
A slice-free method for stability analysis of slopes
更新时间:2026-06-25
    • A slice-free method for stability analysis of slopes

    • Vol. 28, Issue 7, (2007)
    • CLC: O241
    • Online First:13 September 2013,

      Published:2007

    移动端阅览

  • ZHENG Hong, THAM Leslie George, LIU De-fu. A slice-free method for stability analysis of slopes[J]. 2007, 28(7). 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

1478

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 reasonability of several assumptions used in typical limit equilibrium methods based on progressive failure feature of slope
Discussion on multiple solution of safety factor of a slope
Comparing a new double reduction method to classic strength reduction method for slope stability analysis
Post-seismic displacement analysis of soil-nailed slope under earthquake
Mechanism and simplified calculation method for landslide thrust distribution under horizontal soil arching between adjacent piles

Related Author

ZENG Zeng
ZHANG Ze-hui
YANG Hong-li
YIN Xiao-tao
DANG Fa-ning
LIU Hua-li
ZHU Da-yong
LIU De-fu

Related Institution

Institute of Geotechnical Engineering, Xi’an University of Technology
Zhejiang Design Institute of Water Conservancy and Hydroelectric Power
Department of Architecture Engineering, Xi'an Changqing Technology Engineering Co., Ltd.
Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
China Three Gorges University
0