Stability on Supporting Structure of Deep Foundation Pit with Infiltration

Abstract:

The FLAC3D was used to the fluid-solid coupling numerical simulation of considering the initial state of unsaturated to soil for the deep foundation pit engineering under different rainfall infiltration conditions. By comparing the bending moment, the shearing stress and internal forces of support under the infiltration conditions between non-rainfall and rainfall, the paper focus on the stability of deep foundation pit. Research on the stability of deep excavation under rainfall conditions was a useful attempt. From the detail study of the stability of a foundation pit of Qinhuangdao under rainfall infiltration conditions, the paper have drawn some useful conclusion on the design of building foundation pit, which can be the basis of excavation design and construction under rainfall conditions.

• Periodical: Applied Mechanics and Materials (Volumes 170-173)
• Pages: 223-226
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.170-173.223
• Online since: May 2012
• Authors: Xue Song Gao, Jian Jun Dong, Xu Zhao, Peng Yang Yin, Shao Hua Lv
• Keywords: Deep Foundation Pit, Infiltration, Numerical Simulation, Stability, Supporting Structure

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