您当前的位置:
首页 >
文章列表页 >
Experimental research on squeezed pan piles in double-row as retaining and protecting of foundation excavation
更新时间:2026-06-25
    • Experimental research on squeezed pan piles in double-row as retaining and protecting of foundation excavation

    • Vol. 30, Issue 5, (2009)
    • CLC: TU473
    • Online First:18 February 2011,

      Published:2009

    移动端阅览

  • LI Qi-min, WANG Shu-ren, TANG Ye-qing, et al. Experimental research on squeezed pan piles in double-row as retaining and protecting of foundation excavation[J]. 2009, 30(5). 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

2924

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

Model test and numerical simulation of horizontal bearing capacity and impact factors for foundation piles in slope
Model experimental study of toppling failure of fully-embedded anti-sliding pile
Model test research on influence of earth tunnel support patterns on stability of surrounding rock
Model test research on hydrodynamic grouting for single fracture with variable inclinations
Model experiment and numerical simulation of flow and heat transfer for sand-filled fractured rock model

Related Author

CHENG Liu-yong
XU Xi-chang
CHEN Shan-xiong
YU Fei
XIE Jian-ming
LI Jian
FU Xiang
XIE Qiang

Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
College of Civil Engineering, Chongqing University
Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University
Wuxi Fantasia Real Estate Development Co., Ltd.
Chongqing Shutong Geological Engineering Co., Ltd.
0