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    Abstract
2011 (Vol. 3, Issue: 04)
Article Information:

3D FEM Numerical Simulation of Seismic Pile-supported Bridge Structure Reaction in Liquefying Ground

Baydaa Hussain Maula, Ling XianZhang, Tang Liang and Xu Pengju
Corresponding Author:  Baydaa Hussain Maula 

Key words:  Pile-soil-interaction, openseespl, liquefaction, numerical method, experimental method, shaking table test,
Vol. 3 , (04): 345-356
Submitted Accepted Published
2011 March, 16 2011 April, 16 2011 April, 20
Abstract:

This study examines the establishment of liquefied ground pile-soil-bridge seismic interaction analysis of three-dimensional finite element analysis method for the simulation of liquefied ground shaking table test of pile-soil seismic interaction analysis, undertake OpenSees finite element based numerical simulation platform, for the shaking table test based on two-phase saturated porous media, Comparative numerical and experimental results, detailed test pile dynamic response of bridge structure and dynamic properties, especially liquefaction pore pressure, liquefaction of pile foundation and the dynamic response of the free field. Finite element method can reasonably predict the site of pore pressure, dynamic response; despite the conventional beam element simulation of pile, pile dynamic response can still accurately simulated.
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  Cite this Reference:
Baydaa Hussain Maula, Ling XianZhang, Tang Liang and Xu Pengju, 2011. 3D FEM Numerical Simulation of Seismic Pile-supported Bridge Structure Reaction in Liquefying Ground.  Research Journal of Applied Sciences, Engineering and Technology, 3(04): 345-356.
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ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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