您当前的位置：
首页 >
文章列表页 >
Discussion on formula of vertical bearing capacity of rotated branches pile in Luoyang
更新时间：2026-06-25

    • Discussion on formula of vertical bearing capacity of rotated branches pile in Luoyang

    • Vol. 30, Issue 6, (2009)
    • CLC： TU473.1+1

    • Online First：09 March 2011，

      Published：2009

    移动端阅览

  • GAO Xiao-juan, LI Jian-hou, WANG Wen-jun, et al. Discussion on formula of vertical bearing capacity of rotated branches pile in Luoyang[J]. 2009, 30(6). 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

2382

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

Centrifuge model tests on vertical bearing capacity of single pile in silty clay
Experimental study of vertical bearing capacity behavior of large-diameter bored cast-in-situ long pile
A simulation test study of vertical bearing capacity of inclined pile foundation in inhomogeneous strata
Research on vertical bearing capacity of shaft lining structure of high strength concrete and double steel cylinders in super-thick alluvium
Research on vertical bearing capacity of partially inclined pile with finite element method

Related Author

ZHANG Ga
LI Yang
JIANG Tong
HUANG Zhi-quan
JIA Jin-lu
LIU Han-dong
WANG Zhong-fu
LUO Shu-xue

Related Institution

State Key Laboratory of Hydrosciences and Engineering, Tsinghua University
Comprehensive Survey of Construction Research and Design Institute Co., Ltd.
Key Laboratory of Rock and Soil Mechanics and Structural Engineering North China Institute of Water Conservancy and Hydroelectric Power
Institute of Geotechnical and Hydraulic Engineering, North China Institute of Water Conservancy and Hydroelectric Power
School of Civil Engineering, Southwest Jiaotong University
0