Comparative Study of Seismic Response of Solid Pile with Hollow Pile

Abstract:

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The seismic responses of solid pile and hollow pile were analyzed and compared in this paper. According to the deflection equation of pile during earthquake, rotation, bending moment, shear force and soil resistance of pile were obtained. The differences of deflection, rotation, bending moment, shear force and soil resistance between hollow pile and solid pile, whose effective areas of cross-sections were same, were found. From calculation results, hollow pile had certain advantages in seismic performance. This study provided a theoretical basis for the applications of hollow piles in practical engineering.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

1889-1893

DOI:

10.4028/www.scientific.net/AMM.94-96.1889

Citation:

Y. M. Zhang and Q. G. Yan, "Comparative Study of Seismic Response of Solid Pile with Hollow Pile", Applied Mechanics and Materials, Vols. 94-96, pp. 1889-1893, 2011

Online since:

September 2011

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$35.00

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