Abstract
Micromechanical constitutive equations are developed which allow for the broad range of interparticle interactions observed in a real deforming granular assembly: microslip contact, gross slip contact, loss of contact and an evolution in these modes of contact as the deformation proceeds. This was accomplished through a synergetic use of contact laws, which account for interparticle resistance to both sliding and rolling, together withstrain-dependent anisotropies in contacts and the normal contact force. By applying the constitutive model to the bi-axial test it is demonstrated that the model can correctly predict the evolution of various anisotropies as well as the formation of a distinct shear band. Moreover, the predicted shear-band properties (e.g. thickness, prolonged localisation, void ratio) are an even better fit with experimental observations than were previously found by use of previously developed micromechanical models.
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References
A, Tordesillas and S.D.C. Walsh, Incorporating rolling resistance and contact anisotropy in micromechanical models of granular media,Powder Technol. 124 (2002) 106–111.
M. Oda and K. Iwashita (eds.),Mechanics of Granular Materials: an Introduction. A.A. Rotterdam: Balkema (1999) 383 pp.
L. Rothenburg, R.J. Bathurst and M.B. Dusseault,Micromechanical Ideas in Constitutive Modelling of Granular Materials, In: J. Biarez and R. Gourves, (eds.),Powders and Grains. Rotterdam: Balkema, (1989) 355–363.
S.D.C. Walsh and A. Tordesillas, Stranger than friction — micromechanics of granular media. In: S. Shoop and G. Blaisdell (eds.),Proceedings, 14th International Conference of the ISTVS. Vicksburg, Mississippi, USA (2002) pp. 1–10.
K. Iwashita and M. Oda, Micro-deformation mechanism of shear banding process based on modified distinct element method.Powder Technol. 109 (2000) 192–205.
D. Howell, R.R Behringer and C. Veje, Stress fluctuations in a 2D granular Couette experiment: A continuous transition.Phys. Rev. Lett. 82 (1999) 5241–5244.
H.J. Hinrichsen, J. Feder and T. JØssang, Random packing of disks in two dimensions.Phys. Rev. A 41 (1990) 4199–4209.
H.B. Mühlhaus and I. Vardoulakis, The thickness of shear bands in granular materials.Geotechnique 37 (1987) 271–283.
A. Tordesillas, J.F. Peters and B.S. Gardiner, Shear band evolution and accumulated microstructural development in Cosserat Media.Int. J. Num. Analyt. Methods Geomech. 28 (2004) 981–1010.
M. Oda and H. Kazama, Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils.Geotechnique 48 (1998) 465–481.
W.W. Harris, G. Viggiani, M.A. Mooney and R.J. Finno, Use of stereophotogrammetry to analyze the development of shear bands in sand.Geotechn. Testing J. 18 (1995) 405–420.
F. Calvetti, G. Combe and J. Lanier, Experimental micro-mechanical analysis of a 2D-granular material: Relation between structure evolution and loading path.Mech. Cohesive-Frictional Mater. 2 (1997) 121–163.
J.P. Bardet and J. Proubet, Shear-band analysis in idealized granular material.J. Engng. Mech. 118 (1992) 397–415.
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Gardiner, B.S., Tordesillas, A. Micromechanical constitutive modelling of granular media: Evolution and loss of contact in particle clusters. J Eng Math 52, 93–106 (2005). https://doi.org/10.1007/BF02694032
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DOI: https://doi.org/10.1007/BF02694032