The problems posed by the need to consider angular shapes in order to achieve more realistic micro-mechanical models of rock particulates are introduced. A relatively simple and fast particle deposition algorithm for packing simulations is developed. The details of the algorithmic procedures for deposition of tetrahedron-shaped particles of different size and aspect ratio are outlined. Numerical results including predictions of porosity for spheres, tetrahedra, different particle size distributions, binary mixtures and tetrahedron shapes are presented. For the loose packing of spheres extrapolated to zero wall effect, the porosity obtained was 0·414. Mono-sized tetrahedron packs with wall effects for a 3·288 cm edged equilateral tetrahedron packing in a 30 × 30 × 30 cm box produced an average porosity of 0·627 with a value of 0·584 when extrapolated to zero wall effect. Binary mixtures of tetrahedra show the characteristic minimum in porosity for a size mixture. The minimum is less well defined than for spheres. Continuous size distributions of tetrahedra based on a truncated Schuhmann distribution from 0·28 to 2·8 cm edge length in a 10 × 10 × 10 cm box do not indicate that distributions with a lower uniformity will necessarily produce a minimum in porosity. For tetrahedra of constant volume the porosity increases with decreasing sphericity in tetrahedra with different aspect ratios.
Article navigation
December 2001
Research Article|
December 01 2001
A random method for simulating loose packs of angular particles using tetrahedra Available to Purchase
J.-P. Latham;
J.-P. Latham
*
Imperial College, University of London
UK
Search for other works by this author on:
A. Munjiza
A. Munjiza
†
Queen Mary College, University of London
UK
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
December 20 2000
Accepted:
July 31 2001
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2001 Thomas Telford Ltd
2001
Geotechnique (2001) 51 (10): 871–879.
Article history
Received:
December 20 2000
Accepted:
July 31 2001
Citation
Latham J, Lu Y, Munjiza A (2001), "A random method for simulating loose packs of angular particles using tetrahedra". Geotechnique, Vol. 51 No. 10 pp. 871–879, doi: https://doi.org/10.1680/geot.2001.51.10.871
Download citation file:
Suggested Reading
Numerical simulations of deviatoric shear deformation of granular media
Geotechnique (February,2000)
Numerical modelling of plane strain tests on sands using a particulate approach
Geotechnique (May,2005)
A three-dimensional discrete element model using arrays of ellipsoids
Geotechnique (April,1997)
Observations on internal stability of cohesionless soils
Geotechnique (September,2006)
A method of estimating the form of coarse particulates
Geotechnique (August,2009)
Related Chapters
A deterministic/stochastic model to predict the variation in bulk modulus of chalk
Risk and Variability in Geotechnical Engineering
3D effects in seismic liquefaction of stochastically variable soil deposits
Risk and Variability in Geotechnical Engineering
Analysis of progressive failure and cracking in old British dams
Selected papers on geotechnical engineering by P R Vaughan
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
