Mechanical Analysis of Enclosure Pile under Different Constraints

Li Guo; Peng Li He; Guang Jun Zhang

doi:10.4028/www.scientific.net/AMM.90-93.485

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Mechanical Analysis of Enclosure Pile under...

Mechanical Analysis of Enclosure Pile under Different Constraints

Abstract:

The enclosure pile is extensively used as retaining structure in the foundation pit excavation. And it is always combined with other reinforcement measures. So it is unreasonable to a certain degree that the enclosure pile is analyzed as cantilever structure. Taken the deep foundation pit of a subway station in Hefei for instance, the effect of other reinforcement measures on restrained conditions of enclosure piles in the paper was taken into account. And the behavior of enclosure pile under various restrained conditions was analyzed. Based on that, some helpful suggestions for practical retaining structure of foundation pit were put forward.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

485-489

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.485

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Online since:

September 2011

Authors:

Li Guo, Peng Li He, Guang Jun Zhang

Keywords:

Enclosure Pile, Foundation Pit, Restrained Condition, Stability

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References

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