Numerical Analysis of Dynamic Compaction based on Large Deformation
2010 ◽
Vol 168-170
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pp. 330-333
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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.
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2002 ◽
Vol 2002.77
(0)
◽
pp. _7-19_-_7-20_
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2016 ◽
Vol 97
(3)
◽
pp. 417-430
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1974 ◽
Vol 3
(2)
◽
pp. 173-194
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1995 ◽
Vol 05
(03)
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pp. 351-365
◽
2021 ◽
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