ISSN 2096-4498

   CN 44-1745/U

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Analysis on Settlement of Bridge Caused by Side Crossing of Shield: Case  Study on Shield Tunneling of Phase 2 of Changping Line of Beijing Metro

  • LI Wangwang ,
  • WEI Honghu
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  • (College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China)

Received date: 2014-10-11

  Revised date: 2014-12-01

  Online published: 2015-02-11

Abstract

Deformation and settlement will occur to the ground surface and surrounding buildings in shield tunneling. In the paper, the settlement of the bridge and ground surface in different phases of the construction of the shieldbored tunnel of phase 2 of Changping Line of Beijing Metro are analyzed, so as to minimize the influence of the shield tunneling on the bridge and ground surface. Conclusions drawn are as follows: 1) Differential settlement will occur to the bridge when the shield side crosses the bridge with low earth pressure; 2) Heaving deformation will still occur to the ground surface above the tunnel when the shield passes through the poor backfill layers under shallow cover with low grouting rate. As a result, rational earth pressure and appropriate grouting rate are very important for the safety of the bridge and the ground surface.

Cite this article

LI Wangwang , WEI Honghu . Analysis on Settlement of Bridge Caused by Side Crossing of Shield: Case  Study on Shield Tunneling of Phase 2 of Changping Line of Beijing Metro[J]. Tunnel Construction, 2015 , 35(2) : 139 -143 . DOI: 10.3973/j.issn.1672-741X.2015.02.007

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