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Effect of number of granulometric fractions on structure and micromechanics of compressed granular packings 被引量:2

Effect of number of granulometric fractions on structure and micromechanics of compressed granular packings
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摘要 The role of number of grain size fractions on structural and mechanical properties of uniaxially com- pressed granular packings with a uniform particle size distribution in terms of number of particles and with various particle size dispersities was studied using the discrete element method. The study addressed packing density, coordination number, contact forces, global stress, and energy dissipation in assemblies composed of frictional spheres. Packing density was found to change with increasing num- ber of granulometric fractions in mixtures with a small ratio of the diameters of the largest to smallest particles. Results indicated a certain value of particle size ratio below which the number of particle size fractions strongly affected packing density. The average coordination number decreased with increasing number of fractions. Detailed analysis of the effect of particle size dispersity on mechanical coordination number, including particles with no less than four contacts, revealed that, contrary to the average coordi- nation number, the mechanical coordination number increased with increasing ratio of the diameters of the largest to smallest particles in the sample. The composition of polydisperse samples strongly affected stress distribution and energy dissipation in granular packings. The role of number of grain size fractions on structural and mechanical properties of uniaxially com- pressed granular packings with a uniform particle size distribution in terms of number of particles and with various particle size dispersities was studied using the discrete element method. The study addressed packing density, coordination number, contact forces, global stress, and energy dissipation in assemblies composed of frictional spheres. Packing density was found to change with increasing num- ber of granulometric fractions in mixtures with a small ratio of the diameters of the largest to smallest particles. Results indicated a certain value of particle size ratio below which the number of particle size fractions strongly affected packing density. The average coordination number decreased with increasing number of fractions. Detailed analysis of the effect of particle size dispersity on mechanical coordination number, including particles with no less than four contacts, revealed that, contrary to the average coordi- nation number, the mechanical coordination number increased with increasing ratio of the diameters of the largest to smallest particles in the sample. The composition of polydisperse samples strongly affected stress distribution and energy dissipation in granular packings.
出处 《Particuology》 SCIE EI CAS CSCD 2018年第4期88-95,共8页 颗粒学报(英文版)
关键词 Granular packings Granulometric fractions Structure MicromechanicsDiscrete element method Granular packings Granulometric fractions Structure MicromechanicsDiscrete element method
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  • 1Cundall, P. A. (1988). Computer simulations of dense sphere assemblies. In M. Satake, & J. T. Jenkins (Eds.), Micromechanics of granular materials (pp. 113-123).
  • 2Elsevier: Amsterdam. Cundall, P. A., & Strack, O. D. L (1979). A discrete numerical model for granular assemblies. Geotechnique, 29(1 ), 47-65.
  • 3Cundall, P. A., &Strack, O. D. L. (1983). Modeling of microscopic mechanisms in granular materials, in J. T. Jenkins, & M. Satake (Eds.), Mechanics of granular materials: New models and constitutive relationships (pp. 137-149). Amsterdam: Elsevier.
  • 4Dantu, P. (1957). A contribution to the mechanical and geometrical study of non-cohesive masses. In Proceedings of the 4th international conference on soil mechanics and foundation engineering (pp. 144-148). London: Butterworths.
  • 5de Josselin de Jong, G., & Verruijt, A. (l 969 ). Etude photo-elastique d'un empilement de disques. Cahiers du Groupe Francais de Rheologie, 2, 73-86.
  • 6Drescher, A., & de Josselin deJong, G. ( 1972 ). Photoelastic verification of a mechanical model for the flow of a granular material.Journal of the Mechanics and Physics Solids, 20, 337-351.
  • 7Lade, P. V., & Duncan,J. M. (1975). Elastoplastic stress-strain theory for cohesionless soil.Journal of the Geotechnical Engineering Division, ASCE, 101, 1037-1053.
  • 8Oda. M., & Konishi,J. (1974). Microscopic deformation mechanism of granular material in simple shear. Soils and Foundations, 14, 25-38.
  • 9Radjai, F.,Jean, M., Moreau, J.-J., & Roux, S. (1996). Force distributions in dense two- dimensional granular systems. Physical Review Letters, 77, 274-277.
  • 10Rothenburg, L., & Bathurst, R. J. (1989). Analytical study of induced anisotropy in idealized granular materials. Geotechniaue, 39(4), 601-614.

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