Analysis Influence of Pile Embedded Depth and Diameter on Pile Tip Resistance

Ying Jie Zheng; Bin Fang; Lian Xiang Li

doi:10.4028/www.scientific.net/AMM.353-356.459

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Analysis Influence of Pile Embedded Depth and...

Analysis Influence of Pile Embedded Depth and Diameter on Pile Tip Resistance

Abstract:

Pile tip absolute settlement curves and relative settlement curves of several working cases were analyzed. It is found that load-settlement curve characteristic related to the selection standard. The tip resistance initial stiffness of each case was analyzed. Results show that the small diameter pile has higher initial stiffness than large diameter pile, embedded depth has little influence on initial stiffness ratio, but increment of initial stiffness is linear with embedded depth growth.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

459-462

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.459

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Online since:

August 2013

Authors:

Ying Jie Zheng*, Bin Fang, Lian Xiang Li

Keywords:

Bearing Capacity, Finite Element Method (FEM), Initial Stiffness, Pile Tip Resistance, P-S Curve

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References

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