RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM

Duan Yonghui; Xiao Zhaoran; Zhang Zhao

doi:10.13204/j.gyjz200602016

Volume 36 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(2): 54-56

Zhao Liya, Liu Baojian, Wang Shutao. EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019

Citation:

Duan Yonghui, Xiao Zhaoran, Zhang Zhao. RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 54-56. doi: 10.13204/j.gyjz200602016

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RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM

doi: 10.13204/j.gyjz200602016

1.
1 College of Civil Engineering,Henan University of Technology Zhengzhou 450052;
2.
2 Department of Geotechnical Engineering,Tongji University Shanghai 200092

Received Date: 2005-08-16
Publish Date: 2006-02-20

Abstract

Abstract

The mechanical properties of composite foundation with rigid piles and the one with flexible piles are analyzed using FEM software ANSYS, whose load transfer modes are also studied, which are compared to that of a pile foundation. Through calculation, it is analyzed the effect of changes in shaft modulus and modulus of underlying stratum on load distribution of the shaft. The analytic results show that the load transfer mode of the composite foundation with rigid piles is fully different from that of the one with flexible piles.
- composite pile foundation,
- pile foundation,
- finite element,
- mechanical behavior,
- analysis and comparation

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References(5)

References

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[4] 池跃君,高文新,金淮,等.刚性桩复合地基应力场分布的试验研究.岩土力学,2003,24(1):339-343

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