您当前的位置:
首页 >
文章列表页 >
The remained slip force method considering the effect of rainfall and its application to assessment of slope stability
更新时间:2026-06-25
    • The remained slip force method considering the effect of rainfall and its application to assessment of slope stability

    • Vol. 25, Issue 4期 刊出日, (2004)
    • CLC: TD824-7
    • Online First:17 July 2014,

      Published:2004

    移动端阅览

  • ZHANG Yi-hu, YIN Hong-mei, JIAN Wen-xing. The remained slip force method considering the effect of rainfall and its application to assessment of slope stability[J]. 2004, 25(4期 刊出日). 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

1670

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

Time effect on stability of embankment slope due to rainfall
Centrifuge model tests for deformation mechanism of soil slope during rainfall
Analysis of sliding mechanism of accumulation horizon landslide under rainfall condition
Study of characteristics of matric suction in landslide slip soils before and after landslide control
Instability mechanism of highway slope in arid areas and its stability analysis

Related Author

TU Guo-xiang
HUANG Run-qiu
QIAN Ji-yun
ZHANG Ga
ZHANG Jian-min
WU Huo-zhen
FENG Mei-guo
JIAO Yu-yong

Related Institution

State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection, Chengdu University of Technology
State Key Laboratory of Hydrosciences and Engineering, Tsinghua University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Institute of Bridge and Road and Geotechnical Engineering, East China Jiaotong University
Southwest Geotechnical Investigation & Design Institute of China Nuclear Industry
0