Numerical Analysis of Dynamic Compaction based on Large Deformation

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Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 168-170)

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330-333

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Online since:

December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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