您当前的位置:
首页 >
文章列表页 >
Slope stability prediction based on PCA-GEP algorithm
更新时间:2026-06-25
    • Slope stability prediction based on PCA-GEP algorithm

    • Vol. 30, Issue 3, (2009)
    • CLC: TU432
    • Online First:28 January 2011,

      Published:2009

    移动端阅览

  • GU Qiong, CAI Zhi-hua, ZHU Li, et al. Slope stability prediction based on PCA-GEP algorithm[J]. 2009, 30(3). 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

1025

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

Landslide deformation dynamic modeling research based on set pair analysis
A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain
Environmental geotechnical engineering problems in construction of municipal solid waste landfill in Xi'an city
A mixed nonlinear finite element method for slope stability analysis
Stability analysis of unsaturated expansive soil slope

Related Author

LIU Xiao
TANG Hui-ming
LIU Yu
LIU Xiao
TANG Hui-ming
LIU Yu
KONG De-quan
WAN Rong

Related Institution

Engineering Faculty, China University of Geosciences
School of Water Resources and Hydropower, Wuhan University
Hubei Qingjiang Hydroelectric Development Co., Ltd.
School of Civil Engineering, Xi’an University of Architecture & Technology
School of Municipal & Environmental Engineering, Xi’an University of Architecture & Technology
0