In order to develop constitutive relations for granular materials from the micromechanical viewpoint, general expressions relating macroscopic stress and strain to contact forces and particle displacements are required. Such an expression for the stress tensor under quasi-static conditions is well established in the literature, but a corresponding expression for the strain tensor has been lacking so far. This paper presents such an expression for two-dimensional assemblies. This expression is verified by computer simulations of biaxial and shear tests. As a demonstration of the use of the developed expression, a study is made of the elastic moduli of two-dimensional, isotropic assemblies of bonded, nonrotating disks. Theoretical expressions are given for the elastic moduli in terms of micromechanical parameters, such as coordination number and contact stiffnesses. Comparison with the results from computer simulations show that the agreement is fairly good over a wide range of coordination numbers and contact stiffness ratios.

1.
Batchelor
G. K.
, and
O’Brien
R. W.
,
1977
, “
Thermal or electrical conduction through a granular material
,”
Proceedings of the Royal Society of London
, Vol.
A335
, pp.
313
333
.
2.
Bathurst
R. J.
, and
Rothenburg
L.
,
1988
a, “
Micro-mechanical aspects of isotropic granular assemblies with linear contact interactions
,”
ASME JOURNAL OF APPLIED MECHANICS
, Vol.
55
, pp.
17
23
.
3.
Bathurst
R. J.
, and
Rothenburg
L.
,
1988
b, “
Note on a random isotropic granular material with negative Poisson’s ratio
,”
International Journal of Engineering Science
, Vol.
26
, pp.
373
383
.
4.
Cundall
P. A.
, and
Strack
O. D. L.
,
1979
, “
A discrete numerical model for granular assemblies
,”
Ge´otechnique
, Vol.
29
, pp.
47
65
.
5.
Cundall, P. A., Drescher, A., and Strack, O. D. L., 1982, “Numerical experiments on granular assemblies: Measurements and observations,” IUTAM Conference on Deformation and Failure of Granular Materials, Delft, The Netherlands, pp. 355–370.
6.
Drescher
A.
, and
De Josselin de Jong
G.
,
1972
, “
Photoelastic verification of a mechanical model for the flow of a granular material
,”
Journal of the Mechanics and Physics of Solids
, Vol.
20
, pp.
337
351
.
7.
Horne
M. R.
,
1965
, “
The behaviour of an assembly of rotound, rigid, cohesion-less particles I and II
,”
Proceedings of the Royal Society of London
, Vol.
A286
, pp.
62
97
.
8.
Mehrabadi
M. M.
,
Loret
B.
, and
Nemat-Nasser
S.
,
1993
, “
Incremental constitutive relations for granular materials based on micromechanics
,”
Proceedings of the Royal Society of London
, Vol.
A441
, pp.
433
463
.
9.
Quickenden
T. I.
, and
Tan
G. K.
,
1974
, “
Random packing in two dimensions and the structure of monolayers
,”
Journal of Colloid and Interface Science
, Vol.
48
, pp.
382
393
.
10.
Rothenburg, L., 1980, “Micro-mechanics of idealised granular materials,” Ph.D. Thesis, Department of Civil Engineering, Carleton University, Ottawa, Ontario, Canada.
11.
Rothenburg
L.
, and
Bathurst
R. J.
,
1989
, “
An analytical study of induced anisotropy in idealised granular materials
,”
Ge´otechnique
, Vol.
49
, pp.
601
614
.
12.
Rothenburg, L., Bathurst, R. J., and Dusseault, M. B., 1989, “Micro-mechanical ideas in constitutive modelling of granular materials,” Powders and Grains, J. Biarez and R. Gourve`s, eds., Balkema, Rotterdam, The Netherlands, pp. 355–363.
13.
Rothenburg, L., and Kruyt, N. P., 1994, “Statistical theory for the elastic moduli of two-dimensional assemblies of granular materials,” in preparation.
14.
Rothenburg
L.
,
Matyas
E. L.
, and
Ambrus
S. Z.
,
1987
, “
Statistical aspects of flow in a random network of channels
,”
Stochastic Hydrology and Hydraulics
, Vol.
1
, pp.
217
240
.
15.
Rothenburg, L., and Selvadurai, A. P. S., 1981, “A micro-mechanical definition of the Cauchy stress for particulate media,” Proceedings of the International Symposium on Mechanical Behaviour of Structured Media, A. P. S. Selvadurai, ed., Ottawa, Canada, pp. 469–486.
16.
Satake
M.
,
1992
, “
A discrete mechanical approach to granular materials
,”
International Journal of Engineering Science
, Vol.
30
, pp.
1525
1533
.
17.
Strack, O. D. L., and Cundall, P. A., 1978, “The distinct element method as a tool for research in granular media: Part I,” Report to the National Science Foundation, NSF Grant ENG75-20711.
This content is only available via PDF.
You do not currently have access to this content.