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Numerical Analysis of Dynamic Compaction based on Large Deformation
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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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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