您当前的位置：
首页 >
文章列表页 >
Study of stability of soil between adjacent cantilever piles in incised slope
更新时间：2026-06-25

    • Study of stability of soil between adjacent cantilever piles in incised slope

    • Vol. 30, Issue 12, (2009)
    • CLC： TU473

    • Online First：18 January 2010，

      Published：2009

    移动端阅览

  • DONG Jie, ZHANG Yong-xing, WU Shu-guang, et al. Study of stability of soil between adjacent cantilever piles in incised slope[J]. 2009, 30(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

2569

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

Influence of water and unloading on rocky slope
Key geomechanical issues and research recommendations for compressed CO2 energy storage in saline aquifers
Study on critical height of reinforced embankments with geocell layer
Anti-seismic stability analysis of entrance and high slope of water tunnel for a nuclear power plant
Study of spatial effect of excavation face for underground facility and its application

Related Author

TANG Ping
LI Gang
XU Wei-jun
HE Miao
LI Xia-ying
LI Qi
LIANG Cheng
XU Chao

Related Institution

Yangtze River Scientific Research Institute
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
University of Chinese Academy of Sciences
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
0