Analysis on the Deformation and Stress Control Measures of Metro Tunnel Near a Foundation Pit
DOI:
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    It has become a very common phenomenon that the influence of pit excavation to the adjacent environment, what corresponding measures should be taken in design and construction to ensure the safety of construction in process and existing has become a key part. This Paper analyses the influence of pit construction to adjacent tunnel by using the finite element software plaxis. The analysis results show that strengthening the palisade structure stiffness and partitioning symmetric excavation can significantly control the deformation of the existing tunnel. The design and construction of the engineering can ensure the safety of the existing tunnel compared with the conventional construction methods, and it also shows that preliminary analysis of influence to the adjacent underground building before pit excavation is very necessary.

    Reference
    Related
    Cited by
Get Citation

徐长节,孙凤明,陈金友,徐礼阁.基坑相邻地铁隧道变形与应力控制措施[J].土木与环境工程学报(中英文),2013,35(Z1):75~80

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: July 16,2013
  • Published:
Article QR Code