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Analysis of Internal Force and Deformation for Pit Retaining Structure by Considering the Interaction of Pile Stiffness
Abstract:
In this paper, taking one deep excavation engineering as an example, modeling by the FLAC3D finite difference software, combining with the Lizheng deep excavation supporting design software, taking the equivalent stiffness of combination pile as 2.300-4.789(10-2m3), and analyzing the pile body bending moment, anchor axial force and pit deformation by considering interaction of pile stiffness. In addition, in this paper the influence factors of pile stiffness has been discussed, and provides a reference for the engineering design.
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397-401
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November 2013
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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