ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2008, Vol. 28 ›› Issue (4): 452-455.DOI: B

• wenzhang • Previous Articles     Next Articles

Composite Beam Effect in Calculation of Deep Foundation Pits

CHU Kejun   

  1. China Railway Tunnel Survey &|Design Institute Co., Ltd.
  • Received:2008-03-18 Revised:2008-05-28 Online:2008-08-20 Published:2009-11-23

Abstract:

 The working principle and internal force distribution effect of bended composite beams are presented in the paper, which deduces a common effect occurring to the composite beams under such loading conditions. Such effect of the composite beams is introduced to the design calculation of the deep foundation pits of opencut Metro stations. The application of such effect in the calculation of the deep foundation pits of Metro stations is analyzed and expatiated, with Industry Exhibition Center Station on line 2 of Shengyang Metro as project case. The paper can provide reference for similar designs in the future.

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