Paper Title:
Comparative Study of Seismic Response of Solid Pile with Hollow Pile
  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.

  Info
Periodical
Chapter
Chapter 6: Construction Technology
Edited by
Xuejun Zhou
Pages
1889-1893
DOI
10.4028/www.scientific.net/AMM.94-96.1889
Citation
Y. M. Zhang, 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
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Yan Bo Geng, Li Zhong Xu
Abstract:The principle of electromagnetic launch is introduced. The equation of electromagnetic load applied on rails is given. Based on the...
603
Authors: Min Huang, Bing Yu Pan
Chapter 6: Seismic Engineering
Abstract:A series solution for dynamic stress concentration of underground lined cavities in different distance under incident plane SV waves is given...
2317
Authors: Mei Li Yu, Ji Rong Wang, Jun Li, Wei Cui, Da Li
Chapter 14: Design for Sustainability
Abstract:In this paper, the hand movements of exoskeletons rehabilitation robot are analyzed from a practical point. According to the hand functions...
2333
Authors: Xin Xu, Yi Sheng Huang
Chapter 7: Seismic Engineering
Abstract:Based on the wedge stability analysis method specified in Design Specification for Concrete Dams (DL5108-1999, in Chinese), the limit state...
2694
Authors: Hua Li, Shu Qian Cao
Chapter 4: Machine Parts and Mechanisms
Abstract:In this paper, the double pendulum model of the pantograph was developed, in which a square angular velocity damping torque was used to...
767