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Mechanism Analysis of Dynamic Compaction based on Large Deformation
The Open Civil Engineering Journal
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29 Apr 2011 •
RESEARCH ARTICLE
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DOI: 10.2174/1874149501105010061
Abstract
In the mechanism 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. We not only obtain the changing regularity of soil displacement and stress during the acting time of dynamic compaction, but also achieve their contour maps after compaction.
Keywords: Dynamic compaction, non-linear, large deformation.
