您当前的位置:
首页 >
文章列表页 >
Analysis of underground diaphragm wall by iterative incremental method
更新时间:2026-06-25
    • Analysis of underground diaphragm wall by iterative incremental method

    • Vol. 30, Issue 1, (2009)
    • CLC: TU443
    • Online First:14 January 2011,

      Published:2009

    移动端阅览

  • FENG Shi-jin, CHEN Xiao-xia, GAO Guang-yun, et al. Analysis of underground diaphragm wall by iterative incremental method[J]. 2009, 30(1). 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

863

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

Application of soil coupled creep model to simulate foundation pit excavation
Upper bound method for calculation of soil nail forces in homogeneous soil
Simplified calculation method of horizontal displacements for the composite retaining system of cement-soil piles and soil nailing
Improvement of incremental calculation method of retaining structure for foundation pit
Incremental calculation method of foundation pit enclosure structure and softening curves based on stiffness reduction process of the soil springs in the passive zone

Related Author

GUO Hai-zhu
ZHANG Qing-he
ZHU Ji-wen
YAO Hai-ming
GUO Yuan-Cheng
QIN Hui-Lai
LIU Cheng-yu
CHEN Shu-yun

Related Institution

Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Department of Geotechnical Engineering, Tongji University
Shanghai Municipal Engineering Corporation No.2
School of Civil Engineering, Zhengzhou University
College of Environment and Recourses, Fuzhou University
0