您当前的位置:
首页 >
文章列表页 >
Analytical solution for settlement of group piles in layered ground based on shear displacement method
更新时间:2026-06-25
    • Analytical solution for settlement of group piles in layered ground based on shear displacement method

    • Vol. 31, Issue 4, (2010)
    • CLC: TU473
    • Online First:30 April 2010,

      Published:2010

    移动端阅览

  • GAO Meng, GAO Guang-yun, YANG Cheng-bin, et al. Analytical solution for settlement of group piles in layered ground based on shear displacement method[J]. 2010, 31(4). 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

2964

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

Composite ground settlement calculating method with displacement non-compatibility between deep mixing columns and surrounding soil
Analysis and evaluation of sealing effect of rock-socketed underground diaphragm in deep foundation pit
Settlement calculation of new prestressed pipe-pile with rib based on Geddes’ formula
Study of damage mechanism and FLAC3D simulation of the seismic dynamic response of Shiguan gate in Diaoyucheng ruins
Field shear creep test and creep parameters inversion for dam zone rock mass of Dagangshan hydropower station

Related Author

ZHENG Xiao-guo
XIE Wei
ZHANG Ding-wen
SHENG Yong-qing
LIU Guo-feng
XU Yang-qing
NIU Zhi-rong
XIONG Hou-ren

Related Institution

School of Road and Bridge, Zhejiang Institute of Communications
School of Transportation, Southeast University
Wuhan Metro Group Co., Ltd.
Wuhan Design and Research Institute of China Coal Technology & Engineering Group
School of Architectural and Surveying & Mapping Engineering, Jiangxi University of Science and Technology
0