Paper Title:
Analysis of Pile-Soil Interaction by Computer Simulation
  Abstract

In this paper, a numerical model to simulate the interaction of pile-soil based on the one-dimension stress wave theory is established, which can provide the propagating process and reflection characteristics of stress wave under impulsed load in concrete piles. The simulation is carried on about the stress wave in integrated pile and defective pile, which provide all kinds of the propagating characteristics. It can enhance the accuracy of dynamic test. The validity of this approach is verified through the comparison of the measured curve and the simulated curve.

  Info
Periodical
Key Engineering Materials (Volumes 326-328)
Edited by
Soon-Bok Lee and Yun-Jae Kim
Pages
1531-1534
DOI
10.4028/www.scientific.net/KEM.326-328.1531
Citation
G. Zhang, D. Z. Pan, J. X. Chen, A. F. Zhou, "Analysis of Pile-Soil Interaction by Computer Simulation", Key Engineering Materials, Vols. 326-328, pp. 1531-1534, 2006
Online since
December 2006
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Price
$32.00
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