Numerical Analysis of the Deformation Law of Deep Foundation Pit of Subway Station by FLAC3D

Abstract:

Taking the deep foundation pit engineering of a Subway Station as background. The paper introduces the projects surroundings,geological and hydrological conditions of the proposed field and the retaining structural type. According to the engineering characteristics,the project was divided into four typical operating conditions,the deformation rules of deep foundation pit at subway station in tunneling are studied with the method of FLAC3D numerical simulation,the supporting structures choose by the bored piles and interior support. The analysis of the horizontal deformation of the retaining structures, the settlement law and the influence sphere of surrounding soil. The conclusion in this paper can provides reference for the reasonable design and safety construction of deep foundation pit.

• Periodical: Advanced Materials Research (Volumes 915-916)
• Pages: 62-67
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.915-916.62
• Online since: April 2014
• Authors: Ya Long Liu
• Keywords: Deep Foundation Pit, Deformation, Optimize, Subway Station

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