The Research of Impact in Pipe Pile Squeezing Soil to Bearing Capacity of the Pile

Jin Xu; Jing He

doi:10.4028/www.scientific.net/AMR.291-294.3424

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 291-294The Research of Impact in Pipe Pile Squeezing Soil...

The Research of Impact in Pipe Pile Squeezing Soil to Bearing Capacity of the Pile

Abstract:

This paper are doing responsive and exploratory test of the pile bearing capacity for squeezing soil. In order to provide the basis for determining the ultimate bearing capacity of the pile foundation for the design and construction units.

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Materials Processing Technology, AEMT2011

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Periodical:

Advanced Materials Research (Volumes 291-294)

Pages:

3424-3428

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.291-294.3424

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Online since:

July 2011

Authors:

Jin Xu, Jing He

Keywords:

Bearing Capacity, Prestressed Concrete Pipe Pile, Squeezing Soil

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References

[1] Yuhua Liu, Zhengzhou Chen, Zhijun, Peng Yishan Gao, Peng Gao. Hole expansion theory applied to the pre-column of the squeezing effect of pipe. Rock and Soil Mechanics 1000-7598-- (2007)

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[2] Kang Fei, Hanlong Liu, Yundong Zhou, Yufeng Gao. Cast-in-place concrete thin-wall pipe piles simplify the analysis [J]. Rock and Soil Mechanics, 2004, 25 (5):764-768.

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