您当前的位置：
首页 >
文章列表页 >
Composite stiffness and biparameter method for analyzing retaining structures of deep foundation pits with internal braces
更新时间：2026-06-25

    • Composite stiffness and biparameter method for analyzing retaining structures of deep foundation pits with internal braces

    • Vol. 31, Issue 3, (2010)
    • CLC： O242.21

    • Online First：31 March 2010，

      Published：2010

    移动端阅览

  • CHEN Lin-jing, DAI Zi-hang. Composite stiffness and biparameter method for analyzing retaining structures of deep foundation pits with internal braces[J]. 2010, 31(3). 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

2950

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

Monitoring and analysis of variation of anchor prestress in saturated silty sand condition
VAR modeling of construction deformation prediction of deep foundation pit and application
Monitoring analysis of retaining structures for Jiangnan foundation pit of Qingchun road river-crossing tunnel in Hangzhou
Optimization of supporting schemes for deep foundation pit based on fuzzy grey relation projection method
Analysis of surface settlement estimation of deep foundation pit excavation in soft soil

Related Author

LIU Bo
ZHANG Gong
ZHOU Hao-liang
LI Dong-yang
LOU Xue-qian
HUANG Mian
WANG Xue-qing
DAI Chun-quan

Related Institution

Beijing Modern Jingyu Construction Co., Ltd.
School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing)
Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology
College of Civil Engineering and Architecture, Shandong University of Science and Technology
Construction Headquarters of Qingchun Road River-Crossing Tunnel
0