Comparative Study of Seismic Response of Solid Pile with Hollow Pile

Author:

Zhang Yong Mou1,Yan Qiang Gang2

Affiliation:

1. Lanzhou Jiaotong University

2. Qingdao Institute of Surveying and Mapping Investigation

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.

Publisher

Trans Tech Publications, Ltd.

Reference4 articles.

1. Y.M. Zhang and Q.G. Yan: Journal of Lanzhou Jiaotong University, Vol. 29 (2010), in Chinese, pp.10-15.

2. J.J. Zheng, Ch.J. Nie and H. Peng: Journal of Pingdingshan Institute of Technology, Vol. 13 (2004), in Chinese, pp.51-55.

3. Y. Huang, X. Shu, W.M. Ye and Y.Q. Tang: Industrial Construction, Vol. 32 (2002), in Chinese, pp.50-53, 61.

4. W.M. Fang, Y.J. Tang and B.L. Wang: Journal of Shanghai Tiedao University, Vol. 21 (2000), in Chinese, pp.115-118.

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