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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 64-66,99

Hu Huanxiao, Liu Jing, Wu Haitao, Zhou Lixiang. THREE-DIMENSIONAL NUMERICAL ANALYSIS OF SOIL ARCHING EFFECT SURROUNDING ANTI-SLIDE PILE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 88-93. doi: 10.13204/j.gyjz201003020

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,

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References(5)

References

[2] 杨虹,高萍,娄奕红.填土路堤下复合地基受力与变形的CAT分析.公路交通科技,2003,20(3):43～46

雷金波,徐泽中,姜弘道,等.PTC型控沉疏桩复合地基试验研究.岩土工程学报,2005,27(6):652～656

[3] 刘国明,周军.路堤软土地基沉降有限元非线性分析.福州大学学报,2003,31(4):470～473

[4] 曾远,周瑞忠.高速公路复合地基非线性有限元分析.福州大学学报,2003,31(2):206～210

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