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Vibro-Stone Column Reinforcement Mechanism and Numerical Analysis

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Abstract:

Numerical simulation of vibro-stone column is taken to simulate the installation of vibro-stone column. A relationship based on test is adopted to calculate the excess pore pressure induced by vibratory energy during the installation of vibro-stone column. A numerical procedure is developed based on the formula and Terzaghi-Renduric consolidation theory. Finally numerical results of composite stone column are compared single stone column.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1940-1943

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.1940

Citation:

Cite this paper

Online since:

January 2012

Authors:

Yang Liu, Hong Xiang Yan

Keywords:

Equivalent Relative Density, Ground Reinforcement, Numerical Analysis, Vibro-Stone Column

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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References

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