Paper Title:
An Elastoplastic Model for Granular Materials Exhibiting Particle Crushing
  Abstract

A practical elastoplastic constitutive model for granular materials is presented. And the model is suitable for description of the material behaviour for a wide range of stresses, including those sufficient to cause particle crushing. With a limited number of model parameters, the model can predict the confining-pressure dependent stress-strain relation and shear strength of granular materials in three-dimensional stresses, especially of variation of shear strength and dilatancy characteristics due to particle crushing under high confining pressure. The model parameters, which have clear physical meanings, can be determined from the results of isotropic compression test and conventional triaxial compression tests. The model performance is demonstrated for triaxial compression tests of a sand for a wide range of the confining-pressure from 0.2MPa to 8.0MPa.

  Info
Periodical
Key Engineering Materials (Volumes 340-341)
Edited by
N. Ohno and T. Uehara
Pages
1273-1278
DOI
10.4028/www.scientific.net/KEM.340-341.1273
Citation
D. A. Sun, W. X. Huang, D. C. Sheng, H. Yamamoto, "An Elastoplastic Model for Granular Materials Exhibiting Particle Crushing", Key Engineering Materials, Vols. 340-341, pp. 1273-1278, 2007
Online since
June 2007
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Price
$32.00
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