Paper Title:
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.

  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, Y. Chen, Y. Ye, L. Wang, "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
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