NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT

Lei Jinbo; Sun Yeqing; Zou Qun; Liu Fangquan

doi:10.13204/j.gyjz200511019

Volume 35 Issue 11

Dec. 2014

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Lei Jinbo, Sun Yeqing, Zou Qun, Liu Fangquan. NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 64-66,99. doi: 10.13204/j.gyjz200511019

Citation:

Lei Jinbo, Sun Yeqing, Zou Qun, Liu Fangquan. NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 64-66,99. doi: 10.13204/j.gyjz200511019

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NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT

doi: 10.13204/j.gyjz200511019

1.
1. Civil Engineering College,Hohai University Nanjing 210098;
2.
2. Nanchang Institute of Aeronautical Technology Nanchang 330046

Received Date: 2005-04-15
Publish Date: 2005-11-20

Abstract

Abstract

The deformation characters of face settlement, vertical displacement and side displacement of rigid pile with cap composite foundation in the process of embankment fill have been analyzed by the nonlinear Finite Element Method(FEM), the results can provide the useful guidance for the engineering construction, design and theory research.
- rigid pile with cap composite foundation, nonlinear FEM, vertical displacement, side displacement,