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DEM analysis of the influence of the intermediate stress ratio on the critical-state behaviour of granular materials
The critical-state response of granular assemblies composed of elastic spheres under generalised three-dimensional loading conditions was investigated using the discrete element method (DEM). Simulations were performed with a simplified Hertz–Mindlin contact model using a modified version of the LAM...
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Published in: | Granular matter 2014-10, Vol.16 (5), p.641-655 |
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Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | The critical-state response of granular assemblies composed of elastic spheres under generalised three-dimensional loading conditions was investigated using the discrete element method (DEM). Simulations were performed with a simplified Hertz–Mindlin contact model using a modified version of the LAMMPS code. Initially isotropic samples were subjected to three-dimensional stress paths controlled by the intermediate stress ratio,
b
=
[
(
σ
2
′
-
σ
3
′
)
/
(
σ
1
′
-
σ
3
′
)
]
. Three types of simulation were performed: drained (with
b
-value specified), constant volume and constant mean effective stress. In contrast to previous DEM observations, the position of the critical state line is shown to depend on
b
. The data also show that, upon shearing, the dilatancy post-peak increases with increasing
b
, so that at a given mean effective stress, the void ratio at the critical state increases systematically with
b
. Four commonly-used three-dimensional failure criteria are shown to give a better match to the simulation data at the critical state than at the peak state. While the void ratio at critical state is shown to vary with
b
, the coordination number showed no dependency on
b
. The variation in critical state void ratios at the same
p
′
value is apparently related to the directional fabric anisotropy which is clearly sensitive to
b
. |
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ISSN: | 1434-5021 1434-7636 |
DOI: | 10.1007/s10035-014-0520-6 |