ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2008, Vol. 28 ›› Issue (4): 452-455.DOI: B
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CHU Kejun
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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 opencut 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.
CLC Number:
U231+.3
CHU Kejun. Composite Beam Effect in Calculation of Deep Foundation Pits[J]. Tunnel Construction, 2008, 28(4): 452-455.
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