The Application of Pseudo Static Method in the Pile Soil Dynamic Interaction

Qing Juan Meng

doi:10.4028/www.scientific.net/AMM.170-173.710

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173The Application of Pseudo Static Method in the...

The Application of Pseudo Static Method in the Pile Soil Dynamic Interaction

Abstract:

Pseudo static method is a common method in the research of pile-soil interaction. In this paper pseudo static method was major introduced, the p-y relationship of saturated degraded soil was applied to Winkler foundation beam model to perform pseudo static calculations on the basis of previous studies. Through the practical calculation of test data in literature [1], the feasibility of this method was verified.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

710-713

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.710

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Online since:

May 2012

Authors:

Qing Juan Meng

Keywords:

Pile-Soil Interaction, Pseudo Static Method, P-Y Relationship, Saturated Degraded Soil

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References

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