Effects of Rolling Resistance on Shear Behavior and Anisotropy of Granular Matters

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Abstract:

Standard discrete element method does not take the effect of rolling resistance into account. To overcome this shortcoming, a contact model considering rolling resistance is developed and implemented into PFC2D. Using this contact model, a series of numerical biaxial compression tests are carried out. The results of these numerical simulations show that rolling resistance has remarkable effects on shear strength and shear dilatancy of granular matters, and these trends are agreed with previous studies, which proves that this model works well. Then the effect of rolling resistance on anisotropy of granular matters is studied in this paper. It can be seen that rolling resistance has dramatic effect on the anisotropy of granular matters. The anisotropy of granular matters increases with rolling resistance.

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Periodical:

Advanced Materials Research (Volumes 631-632)

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198-204

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January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] N. Belheine, J. -P. Plassiard, et. al., Numerical simulation of drained triaxial test using 3D discrete element modeling, Computers and Geotechnics, 2009, 36(1-2), 320-331.

DOI: 10.1016/j.compgeo.2008.02.003

Google Scholar

[2] P.A. Cundall, O.L. Strack. Discrete numerical model for granular assemblies. Geotechnique, 29(1979), 47–65.

DOI: 10.1680/geot.1979.29.1.47

Google Scholar

[3] M. Oda, J. Konishi, S. Nemat-Nasser. Experimental micromechanical evaluation of strength of granular materials: effects of particle rolling. Mechanics of Materials, 1(1982), 269–83.

DOI: 10.1016/0167-6636(82)90027-8

Google Scholar

[4] Iwashita K, Oda M. Rolling resistance at contacts in simulation of shear band development by DEM [J]. ASCE Journal of Engineering Mechanics, 124(1998), 285–292.

DOI: 10.1061/(asce)0733-9399(1998)124:3(285)

Google Scholar

[5] K. Iwashita, M. Oda, Micro-deformation mechanism of shear banding process based on modified distinct element, Powder Technology, 109(2000), 192–205.

DOI: 10.1016/s0032-5910(99)00236-3

Google Scholar

[6] M. J. Jiang, H. -S. Yu, D. Harris, A novel discrete model for granular material incorporating rolling resistance, Computers and Geotechnics, 32(2005), 340–357.

DOI: 10.1016/j.compgeo.2005.05.001

Google Scholar

[7] PFC2D, User's Manual, Itasca Consulting Group, Inc, Minneapolis, USA, (2005).

Google Scholar

[8] J.P. Bardet, J. Proubet, Numerical simulation of localization in granular materials. In: Proceedings of EMD/ASCE Conference, p.1269–1273. Columbus, Ohio (1991).

Google Scholar

[9] M. J. Jiang, X. M. Li, H, J. Hu, Numerical investigation on macro-micro mechanical behaviors of granular materials incorporating rolling resistance. Chinese Journal of Computational Mechanics, 28(2011), 622-628.

Google Scholar

[10] M. J. Jiang, F. Z. Wang, H. H. Zhu Shear band formation in ideal dense sand in direct shear test by discrete element analysis, Rock and Soil Mechanics, 31(2010), 253-257.

Google Scholar

[11] M. Satake, Fabric tensor in granular materials, In: Proceedings IUTAM Conference on Deformation and Failure of Granular Materials, p.63–67, Delft(1982).

Google Scholar

[12] C. Thornton, Numerical simulations of deviatoric shear deformation of granular media, Géotechnique, 50(2000), 43–53.

DOI: 10.1680/geot.2000.50.1.43

Google Scholar