Paper Title:

Comparative Study of Seismic Response of Solid Pile with Hollow Pile

Periodical Applied Mechanics and Materials (Volumes 94 - 96)
Main Theme Advances in Structural Engineering
Edited by Xuejun Zhou
Pages 1889-1893
DOI 10.4028/www.scientific.net/AMM.94-96.1889
Citation Yong Mou Zhang et al., 2011, Applied Mechanics and Materials, 94-96, 1889
Online since September, 2011
Authors Yong Mou Zhang, Qiang Gang Yan
Keywords Behaviour Difference, Hollow Pile, Seismic Response, Solid Pile, Velocity of Shear Wave
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Abstract

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.