Numerical Analysis of Dynamic Compaction based on Large Deformation

Abstract:

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In the numerical analysis of foundation consolidation by using dynamic compaction, many kinds of non-linear conditions exist. This paper adopts large deformation on the relationship between strain and displacement. Non-linear governing equation of soil, based on finite element method, is established. Iterative calculation form is raised. Finally, non-linear numerical analysis is done to a calculation example.

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Edited by:

Lijuan Li

Pages:

330-333

DOI:

10.4028/www.scientific.net/AMR.168-170.330

Citation:

N. G. Xie et al., "Numerical Analysis of Dynamic Compaction based on Large Deformation", Advanced Materials Research, Vols. 168-170, pp. 330-333, 2011

Online since:

December 2010

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Price:

$35.00

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