The Analysis on Bearing Characteristic of Residue Pile Composite Foundation Formed by DDC

Zeng Rong Liu; Qing Juan Sun; Zhi Fang Yan

doi:10.4028/www.scientific.net/AMM.580-583.302

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583The Analysis on Bearing Characteristic of Residue...

The Analysis on Bearing Characteristic of Residue Pile Composite Foundation Formed by DDC

Abstract:

The bearing capacity of residue pile composite foundation formed by deep dynamic compaction, shorted for DDC, is calculated and analyzed by ANSYS finite element software. The analysis results show that pile body and soil between piles have a good coordination, residue pile composite foundation is semi-flexible and semi-rigid and the effect of consolidating foundation is obvious. The purpose of foundation treatment should be taken into consideration primarily to provide reference for future similar projects.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

302-307

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.302

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Online since:

July 2014

Authors:

Zeng Rong Liu, Qing Juan Sun, Zhi Fang Yan

Keywords:

ANSYS Finite Element Analysis, Bearing Characteristic, Composite Foundation, Residue Pile

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References

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