您当前的位置:
首页 >
文章列表页 >
Limit analysis of a soil slope considering saturated-unsaturated seepage
更新时间:2026-06-25
    • Limit analysis of a soil slope considering saturated-unsaturated seepage

    • Vol. 30, Issue 8, (2009)
    • CLC: TU443
    • Online First:14 March 2011,

      Published:2009

    移动端阅览

  • NIU Wen-jie, YE Wei-min, LIU Shao-gang, et al. Limit analysis of a soil slope considering saturated-unsaturated seepage[J]. 2009, 30(8). 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

2530

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 soil slope’s transient stability under intensive rainfall
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

WU Chang-fu
ZHU Xiang-rong
YIN Xiao-tao
LIU Xue-mei
HU Song-shan
TONG Shen-jia
LIU Bin-qing
TAN Hua

Related Institution

College of Architecture & Engineering, Zhejiang Sci-Tech University
Institute of Geotechnical Engineering, Zhejiang University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Hangzhou Exploration and Surveying Design Institute
Guangxi Key Laboratory of Road Structure and Materials,Guangxi Transportation Research Institute
0