ISSN 2096-4498

   CN 44-1745/U

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Analysis on Deformation of Tunnel Structure and Ground Induced  by Construction of Overlapping Tunnels in Waterrich Strata

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  • (1. The 3rd Engineering Co., Ltd. of China Railway Tunnel Group, Shenzhen 518052, Guangdong, China;  2. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China)

Received date: 2011-12-26

  Revised date: 2012-04-13

  Online published: 2012-07-09

Abstract

In the construction of overlapping tunnels in waterrich strata, the ground deformation induced by stress releasing and water seepage has adverse impact on the tunnel structure and the surrounding buildings. The ground deformation rules are analyzed, with the construction of a mined overlapping tunnel of Shenzhen Metro as an example. The results show that: 1) The lower tunnel should be built before the upper tunnel, which is favorable for the stability of the tunnel structure; 2) The main causes for the ground deformation are the ground water seepage and stress releasing occurring after tunnel excavation. 

Cite this article

LIU Peng, LIU Wei . Analysis on Deformation of Tunnel Structure and Ground Induced  by Construction of Overlapping Tunnels in Waterrich Strata[J]. Tunnel Construction, 2012 , 32(3) : 323 -327 . DOI: 10.3973/j.issn.1672-741X.2012.03.010

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