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Wang, Y.G., Li, D.J. and Ye, K.P. (2005) Application of Steel-Tube Supporting Prestressed Technology in Deep Foundation Pit Project in Shanghai Xianlesi Square. Construction Technology, 35, 45-48.

has been cited by the following article:

• TITLE: Influence Analysis of a New Building to the Bridge Pile Foundation Construction

  AUTHORS: Jing Ma

  KEYWORDS: Bridge Pile Foundation, Numerical Simulation, Monitoring, Relative Analysis

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.5 No.1, March 12, 2015

  ABSTRACT: This paper is based on the analysis of an industrial factory building to the bridge pile foundation construction stability, and it researches the influence of a new building to the bridge pile foundation internal force by the finite element analysis software ANSYS. By calculating the changes of displacement and internal force of the bridge pile foundation, the deformation can be better controlled. Furthermore, comparing the data of numerical analysis with one of monitor measurements, we conclude that a new building has a small influence on the deformation under load action and the stress variation of a bridge pile foundation. That is to say, the bridge pile foundation is safe and stable under load action.