In the companion paper (Int. J. Numer. Anal. Methods Geomech. 2005, this issue), we investigated an outstanding feature of the mechanical behaviour of granular assemblies, namely their incrementally non-linear character. For this purpose, two types of constitutive models were considered: a phenomenological model and a micro-mechanical model. The purpose of the present paper is to compare these two models with respect to another basic issue regularly raised about granular assemblies: the possible existence of a regular flow rule. This comparison brings out the essential micro-mechanical origins of singular flow rules. As a consequence of the frictional model used to describe the sliding between adjoining granules, a flow rule only exists in two-dimensional conditions, but disappears in three dimensions. Copyright © 2005 John Wiley & Sons, Ltd.
[1]
Félix Darve,et al.
Failure in geomaterials: continuous and discrete analyses
,
2004
.
[2]
Dilatant plastic deformation of granular materials
,
1982
.
[3]
François Nicot,et al.
A multi-scale approach to granular materials
,
2005
.
[4]
Félix Darve,et al.
INCREMENTAL CONSTITUTIVE LAW FOR SANDS AND CLAYS: SIMULATIONS OF MONOTONIC AND CYCLIC TESTS
,
1982
.
[5]
François Nicot,et al.
From constitutive modelling of a snow cover to the design of flexible protective structures Part I¿¿Mechanical modelling
,
2004
.
[6]
F. Darve,et al.
Yield surfaces and principle of superposition: Revisit through incrementally non-linear constitutive relations
,
1995
.