Analysis of Pile-Soil Interaction by Computer Simulation

Abstract:

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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 et al., "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:

$35.00

[1] Kuihua Wang. A study on the influence of material damping of pile on dynamic test[J]. Rock and Soil Mechanic, 1998, 19(4): 57~62.

[2] Xuefeng Wang, Shiming Wu. The dynamic test technology of pile foundations[M]. Beijing: Science Publishing Company, (2001).

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