FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD

Liu Guanglei; Song Erxiang

doi:10.13204/j.gyjz200411011

Volume 34 Issue 11

Dec. 2014

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Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009

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Liu Guanglei, Song Erxiang. FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 41-44,26. doi: 10.13204/j.gyjz200411011

Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009

Citation:

Liu Guanglei, Song Erxiang. FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 41-44,26. doi: 10.13204/j.gyjz200411011

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FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD

doi: 10.13204/j.gyjz200411011

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2004-06-17
Publish Date: 2004-11-20

Abstract

Abstract

The behavior of rigid pile composite foundation under horizontal load is analyzed by using elastoplastic finite element method. It is investigated that the effects of different design parameters on the horizontal forced behavior of the composite foundation, with which the distribution law of internal forces along pile subjected to horizontal load is also obtained. Calculations show that vertical load at proper level will enhance the horizontal load bearing capacity of composite foundation. Due to the effect of the cushion layer in the composite foundation, the horizontal load transferred to piles will be decreased and the pile will be safer.
- rigid pile,
- composite foundation,
- horizontal load bearing capacity

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References(8)

References

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阎明礼,张东刚.CFG桩复合地基技术及工程实践.北京:中国水利水电出版社,2001

[3] 黄文熙.土的工程性质.北京:水利电力出版社,1983

[4] 阎明礼,等.水平荷载作用下CFG桩复合地基的性状.建筑科学,1994(4)

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[6] 池跃君.刚性桩复合地基工作性能及沉降计算方法研究:[博士学位论文].北京:清华大学,2001

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