Analysis of the Settlement in Rigid Pile Composite Foundation

Ji Fei Shan; Xin Sheng Ge

doi:10.4028/www.scientific.net/AMM.672-674.1802

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 672-674Analysis of the Settlement in Rigid Pile Composite...

Analysis of the Settlement in Rigid Pile Composite Foundation

Abstract:

On the basis of rigid pile composite foundation mechanism, This paper makes assumptions and establishes settlement calculation models, then applies shear displacement method to solve interaction flexibility coefficient of the pile-soil system and raises a rigid pile settlement calculation method, considering the effect of cushion.By calculating a certain experiment, it was found that theoretical and measured values of the relative error is smaller ,which can provide a reference for settlement calculation of rigid pile composite foundation in engineering.

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Periodical:

Applied Mechanics and Materials (Volumes 672-674)

Pages:

1802-1805

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.672-674.1802

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Online since:

October 2014

Authors:

Ji Fei Shan, Xin Sheng Ge

Keywords:

Cushion, Interaction, Rigid Pile Composite Foundation, Settlement

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References

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