您当前的位置:
首页 >
文章列表页 >
Key parameters analysis of surface subsidence induced by tunneling construction
更新时间:2023-11-25
    • Key parameters analysis of surface subsidence induced by tunneling construction

    • Journal of Civil, Architectural & Environmental Engineering   Vol. 37, Issue 2, Pages: 8-15(2015)
    • DOI:10.11835/j.issn.1674-4764.2015.02.002    

      CLC:
    • Received:15 October 2014

      Published:2015-04

    移动端阅览

  • Xianguo Wu, Yanhong Wang, Xiang Miao, et al. Key parameters analysis of surface subsidence induced by tunneling construction[J]. Journal of Civil, Architectural & Environmental Engineering, 2015, 37(2): 8-15. DOI: 10.11835/j.issn.1674-4764.2015.02.002.

  •  
  •  
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

3

下载量

3

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

Analysis of foundation settlement induced by shield construction of Nantong metro underpassing existing buildings
Application of GASVM-ARMA model based on wavelet transform in deformation prediction of deep foundation pit

Related Author

ZHANG Bin
WANG Rui
WANG You
NIU Shuaixing
LI Shulin
LIU Yinchi
AN Shuzheng
HUANG Yuren

Related Institution

China Railway (Shanghai) Investment Group Co., Ltd.
School of Civil Engineering, Central South University
School of Architecture and Civil Engineering, Xiamen University
China Railway 24th Bureau Fuzhou Branch
0