To read this content please select one of the options below:

Effect of particle shape on the strength and deformation mechanisms of ellipse‐shaped granular assemblages

John M. Ting (Department of Civil Engineering, University of Massachusetts Lowell, Lowell, MA 01854, USA)
Larry Meachum (Department of Civil Engineering, University of Massachusetts Lowell, Lowell, MA 01854, USA)
Jeffrey D. Rowell (Department of Civil Engineering, University of Massachusetts Lowell, Lowell, MA 01854, USA)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 February 1995

703

Abstract

This paper presents the results of a Discrete Element Method study on the influence of particle shape on the strength and deformation behaviour of two dimensional assemblages of ellipse‐shaped particles. Assemblages of particles with varying individual particle aspect ratio were formed with a preferred bedding plane, isotropically compressed with varying isotropic confining stresses and then sheared with biaxial compression. The results indicate that Discrete Element analysis using two dimensional ellipse‐shaped particles produces mechanical behaviour which is similar both quantitatively and qualitatively to the behaviour of real granular materials. Even small particle out‐of‐roundness increases the observed macroscopic strength significantly. In systems composed of flatter particles, particle rotations are greatly inhibited. Decomposing relative contact displacements into contributions due to particle rotation and translation demonstrates that most of the displacements in round particle systems are due to individual particle rotation.

Keywords

Citation

Ting, J.M., Meachum, L. and Rowell, J.D. (1995), "Effect of particle shape on the strength and deformation mechanisms of ellipse‐shaped granular assemblages", Engineering Computations, Vol. 12 No. 2, pp. 99-108. https://doi.org/10.1108/02644409510799497

Publisher

:

MCB UP Ltd

Copyright © 1995, MCB UP Limited

Related articles