ISSN 2096-4498

   CN 44-1745/U

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Composite Beam Effect in Calculation of Deep Foundation Pits

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  • China Railway Tunnel Survey &|Design Institute Co., Ltd.

Received date: 2008-03-18

  Revised date: 2008-05-28

  Online 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.

Cite this article

CHU Kejun . Composite Beam Effect in Calculation of Deep Foundation Pits[J]. Tunnel Construction, 2008 , 28(4) : 452 -455 . DOI: B

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