ISSN 2096-4498

   CN 44-1745/U

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Study of Load Distribution Rules of Primary Support of  Shallowcovered Unsymmetrically Pressured Tunnel by Using  Multidisplacement Back Analysis Method

  • LIU Yingqi ,
  • ZHANG Xiedong ,
  • CHEN Weidong ,
  • XU Shunlian ,
  • ZHANG Hang
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  • (1. School of Transportation, Wuhan University of Technology, Wuhan 430063, Hubei, China;  2. Highway Administration of Wuhai, Wuhai 016000, Inner Mongolia, China)

Received date: 2015-12-14

  Revised date: 2016-02-02

  Online published: 2016-07-27

Abstract

A plan finite element model is established by means of multidisplacement back analysis method, so as to learn the rock stress distribution rules on support structure of shallowcovered unsymmetrically pressured tunnel. Meanwhile, the stress releasing rate, unsymmetrical pressure and influencing value loading principle are adopted in order to obtain formula of rock stress distribution. The comparison between calculated results and measured data shows that the formula and calculated results obtained are feasible and effective. The study results can provide references for similar projects in the future.

Cite this article

LIU Yingqi , ZHANG Xiedong , CHEN Weidong , XU Shunlian , ZHANG Hang . Study of Load Distribution Rules of Primary Support of  Shallowcovered Unsymmetrically Pressured Tunnel by Using  Multidisplacement Back Analysis Method[J]. Tunnel Construction, 2016 , 36(7) : 832 -836 . DOI: 10.3973/j.issn.1672-741X.2016.07.010

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