您当前的位置:
首页 >
文章列表页 >
Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground
更新时间:2026-06-25
    • Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground

    • Vol. 31, Issue 2, (2010)
    • CLC: TU411
    • Online First:24 March 2010,

      Published:2010

    移动端阅览

  • SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. 2010, 31(2). 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

2724

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

Stability analysis method for underground lined storage cavern group in compressed air energy storage power station
Model tests research on horizontal bearing behavior of JPP pile under different combinations
Analysis of toppling failure of rock slopes subjected to seismic loads
Study of working mechanism and bearing capacity behavior of bucket foundation for offshore wind turbine
Stability analysis method for composite failure through base liner and waste filling

Related Author

CAO Xiao-yong
GUAN Shao-yu
YE Xin-xin
REN Lian-wei
DUN Zhi-lin
LI Guo
ZHAN Jun-feng
ZHENG Yun

Related Institution

School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
School of Civil Engineering, Henan Polytechnic University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Civil Engineering, Tianjin University
0