Influence Analysis of a New Building to the Bridge Pile Foundation Construction
Author(s)
Jing Ma
Affiliation(s)
School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing, China.
School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing, China.
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.
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.
Cite this paper
Ma, J. (2015) Influence Analysis of a New Building to the Bridge Pile Foundation Construction. Open Journal of Civil Engineering, 5, 109-117. doi: 10.4236/ojce.2015.51011.
Ma, J. (2015) Influence Analysis of a New Building to the Bridge Pile Foundation Construction. Open Journal of Civil Engineering, 5, 109-117. doi: 10.4236/ojce.2015.51011.
References
[1] Liu, J.H. (2002) Several Theories and Calculated Methods of Underground Engineer Construction Mechanics. Railway Standard Design. [2] Hu, B. (2013) Application of Reinforced Concrete Filling Pile Technology in Deep Foundation Pit Supporting. Shandong Metallurgy, 35, 74-75. [3] 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. [4] Mo, H.O., Crèpe, H.X. and Lai, A.P. (2001) Optimization Design in Foundation Pit Supporting Pile Structure. Rock Mechanics and Engineering, 23, 23-25. [5] Paw-paw, H.Y. and Huang, J.Z. (2001) 3D Finite Element Analysis and Simulation of Deep Foundation Pit Supporting Structure. Shanghai Jiaotong University, 35, 610-613.
[1] Liu, J.H. (2002) Several Theories and Calculated Methods of Underground Engineer Construction Mechanics. Railway Standard Design. [2] Hu, B. (2013) Application of Reinforced Concrete Filling Pile Technology in Deep Foundation Pit Supporting. Shandong Metallurgy, 35, 74-75. [3] 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. [4] Mo, H.O., Crèpe, H.X. and Lai, A.P. (2001) Optimization Design in Foundation Pit Supporting Pile Structure. Rock Mechanics and Engineering, 23, 23-25. [5] Paw-paw, H.Y. and Huang, J.Z. (2001) 3D Finite Element Analysis and Simulation of Deep Foundation Pit Supporting Structure. Shanghai Jiaotong University, 35, 610-613.