Anisotropic stress and shear wave velocity: DEM studies of a crystalline granular material
File(s)odonovanetalgeolett1500032h.pdf (451.87 KB)
Published version
Author(s)
O'Donovan, J
O'Sullivan, C
Marketos, G
Wood, DM
Type
Journal Article
Abstract
Discrete element modelling (DEM) of a face-centred cubic assembly of spherical particles has
been used to study the influence of anisotropic stress states on the shear wave velocity of a granular
material. The shear waves were generated and detected in a way equivalent to the use of bender
elements in laboratory testing. Comparisons are presented between the discrete element simulations
and analytical and empirically derived methods of relating stiffness to the degree of confining
stress anisotropy. The results confirm previous empirical observations that wave velocity is strongly
influenced by the stresses in the direction of propagation and in the direction of oscillation of the shear
wave. The wave velocity is, however, largely independent of the stress orthogonal to the plane
containing the wave motion.
been used to study the influence of anisotropic stress states on the shear wave velocity of a granular
material. The shear waves were generated and detected in a way equivalent to the use of bender
elements in laboratory testing. Comparisons are presented between the discrete element simulations
and analytical and empirically derived methods of relating stiffness to the degree of confining
stress anisotropy. The results confirm previous empirical observations that wave velocity is strongly
influenced by the stresses in the direction of propagation and in the direction of oscillation of the shear
wave. The wave velocity is, however, largely independent of the stress orthogonal to the plane
containing the wave motion.
Date Issued
2015-09-01
Date Acceptance
2015-08-17
Citation
Geotechnique Letters, 2015, 5 (3), pp.224-230
ISSN
2045-2543
Publisher
Thomas Telford
Start Page
224
End Page
230
Journal / Book Title
Geotechnique Letters
Volume
5
Issue
3
Copyright Statement
© 2015 Thomas Telford Ltd. Original article available at http://www.icevirtuallibrary.com/doi/10.1680/jgele.15.00032. Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees.
Subjects
Science & Technology
Technology
Engineering, Geological
Engineering
anisotropy
discrete-element modelling
fabric/structure of soils
stiffness
SMALL STRAIN STIFFNESS
SPHERICAL-PARTICLES
MODULUS
PROPAGATION
SIMULATIONS
ELASTICITY
TESTS
SOILS
SAND
Publication Status
Published