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Published in: Geotechnical and Geological Engineering 5/2013

01-10-2013 | Original paper

Effect of Aspect Ratio on the Monotonic Shear Behaviour: Micromechanical Interpretations

Authors: S. D. Anitha Kumari, T. G. Sitharam

Published in: Geotechnical and Geological Engineering | Issue 5/2013

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Abstract

The effect of aspect ratio on the mechanical behaviour and micromechanics of two different assemblies during drained triaxial shearing are reported in this paper. Discrete element simulations are done on two different sets of assemblies—first assembly consists of particles with aspect ratio 1.0 and second assembly consists of particles with aspect ratio 1.5. A log normal distribution of particle size is adopted for both the samples. The constitutive behaviour of the assemblies and the evolution of the microstructure of the samples under shearing are closely examined and is related to the aspect ratio of the particles constituting the assembly. The spherical harmonic distributions of contact forces and contact normals along with 3-D histograms are plotted to give quantitative information of the variation of these parameters as the loading progresses. The results indicate that as the aspect ratio increases, there is an increase in the maximum deviatoric stress at the macroscopic level. At the microscopic level, the values of the anisotropic coefficients which are representative of the microparameters also show an increase in the magnitude for the assembly with higher aspect ratio particles.

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Literature
go back to reference Ashmawy AK, Sukumaran B, Vinh Hoang V (2003) Evaluating the influence of particle shape on liquefaction behaviour using discrete element modeling. In: Proceedings of the 13th international offshore and polar engineering conference (ISOPE 2003), Paper No. 2003-PCW-05, pp. 1–8 Ashmawy AK, Sukumaran B, Vinh Hoang V (2003) Evaluating the influence of particle shape on liquefaction behaviour using discrete element modeling. In: Proceedings of the 13th international offshore and polar engineering conference (ISOPE 2003), Paper No. 2003-PCW-05, pp. 1–8
go back to reference Cavarretta I, Coop M, O’Sullivan C (2010) The influence of particle characteristics on the behaviour of coarse grained soils. Geotechnique 60(6):413–423CrossRef Cavarretta I, Coop M, O’Sullivan C (2010) The influence of particle characteristics on the behaviour of coarse grained soils. Geotechnique 60(6):413–423CrossRef
go back to reference Chantawarangul K (1993) Numerical simulations of three-dimensional granular assemblies. PhD Thesis, University of Waterloo Chantawarangul K (1993) Numerical simulations of three-dimensional granular assemblies. PhD Thesis, University of Waterloo
go back to reference Cho G-C, Dodds J, Santamarina JC (2006) Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. J Geotech Geoenviron Eng 132(5):591–602CrossRef Cho G-C, Dodds J, Santamarina JC (2006) Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. J Geotech Geoenviron Eng 132(5):591–602CrossRef
go back to reference Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Geotechnique 29(1):47–65CrossRef Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Geotechnique 29(1):47–65CrossRef
go back to reference Dinesh SV, Sitharam TG, Vinod JS (2004) Dynamic properties and liquefaction behaviour of granular materials using discrete element method, current science, special section. Geotech Earthq Hazards 87(10):1379–1387 Dinesh SV, Sitharam TG, Vinod JS (2004) Dynamic properties and liquefaction behaviour of granular materials using discrete element method, current science, special section. Geotech Earthq Hazards 87(10):1379–1387
go back to reference Favier JF, Abbaspour-fard MH, Kremmer M (2001) Modeling nonspherical particles using multisphere discrete elements. J Eng Mech 127(10):971–977CrossRef Favier JF, Abbaspour-fard MH, Kremmer M (2001) Modeling nonspherical particles using multisphere discrete elements. J Eng Mech 127(10):971–977CrossRef
go back to reference Matsushima T, Konagai K (2001) Grain-shape effect on peak strength of granular materials. In: Desai et al. (eds) Computer methods and advances in geomechanics, vol 1. Balkema, Rotterdam, pp 361–366 Matsushima T, Konagai K (2001) Grain-shape effect on peak strength of granular materials. In: Desai et al. (eds) Computer methods and advances in geomechanics, vol 1. Balkema, Rotterdam, pp 361–366
go back to reference Mehrabadi MM, Nemat-Nasser S, Oda M (1982) On statistical description of stress and fabric in granular materials. Int J Num Anal Met Geomech 6:95–108 Mehrabadi MM, Nemat-Nasser S, Oda M (1982) On statistical description of stress and fabric in granular materials. Int J Num Anal Met Geomech 6:95–108
go back to reference Mirghasemi AA, Rothenburg L, Matyas EL (2002) Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles. Geotechnique 52(3):209–217CrossRef Mirghasemi AA, Rothenburg L, Matyas EL (2002) Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles. Geotechnique 52(3):209–217CrossRef
go back to reference Ng TT (1994) Numerical simulations of granular soil using elliptical particles. Comput Geotech 16:153–169CrossRef Ng TT (1994) Numerical simulations of granular soil using elliptical particles. Comput Geotech 16:153–169CrossRef
go back to reference Ng TT (2001) Fabric evolution of ellipsoidal arrays with different particle shapes. J Eng Mech 127(10):994–999CrossRef Ng TT (2001) Fabric evolution of ellipsoidal arrays with different particle shapes. J Eng Mech 127(10):994–999CrossRef
go back to reference Ng TT (2004) Behavior of ellipsoids of two sizes. J Geotech Geoenviron Eng 130(10):1077–1083CrossRef Ng TT (2004) Behavior of ellipsoids of two sizes. J Geotech Geoenviron Eng 130(10):1077–1083CrossRef
go back to reference Nouguier-Lehon C, Cambou B, Vincens E (2003) Influence of particle shape and angularity on the behaviour of granular materials: a numerical analysis. Int J Numer Anal Methods Geomech 27(14):1207–1226CrossRef Nouguier-Lehon C, Cambou B, Vincens E (2003) Influence of particle shape and angularity on the behaviour of granular materials: a numerical analysis. Int J Numer Anal Methods Geomech 27(14):1207–1226CrossRef
go back to reference Pena AA, Garcia-Rojo R, Herrmann HJ (2007) Influence of particle shape on sheared dense granular media. Granular Matter 9:279–291CrossRef Pena AA, Garcia-Rojo R, Herrmann HJ (2007) Influence of particle shape on sheared dense granular media. Granular Matter 9:279–291CrossRef
go back to reference PFC3D Version 4.0 Manual (2008) Itasca Consulting group, Minneapolis PFC3D Version 4.0 Manual (2008) Itasca Consulting group, Minneapolis
go back to reference Rothenburg L (1980) Micromechanics of idealized granular systems. PhD Thesis, Department of Civil Engineering, Carleton University, Ottawa, Ontario Rothenburg L (1980) Micromechanics of idealized granular systems. PhD Thesis, Department of Civil Engineering, Carleton University, Ottawa, Ontario
go back to reference Rothenburg L (1980) Micromechanics of idealized granular systems. PhD Thesis, Department of Civil Engineering, Carleton University, Ottawa, Ontario Rothenburg L, Bathurst RJ (1989) Analytical study of induced anisotropy in idealized granular materials. Geotechnique 39(4):601–614CrossRef Rothenburg L (1980) Micromechanics of idealized granular systems. PhD Thesis, Department of Civil Engineering, Carleton University, Ottawa, Ontario Rothenburg L, Bathurst RJ (1989) Analytical study of induced anisotropy in idealized granular materials. Geotechnique 39(4):601–614CrossRef
go back to reference Rothenburg L, Bathurst RJ (1991) Numerical simulation of idealized granular assemblies with plane elliptical particles. Comput Geotech 11:315–329CrossRef Rothenburg L, Bathurst RJ (1991) Numerical simulation of idealized granular assemblies with plane elliptical particles. Comput Geotech 11:315–329CrossRef
go back to reference Shodja HM, Nezami EG (2003) A micromechanical study of rolling and sliding contacts in assemblies of oval granules, International. J Numer Anal Methods Geomech 27(5):403–424CrossRef Shodja HM, Nezami EG (2003) A micromechanical study of rolling and sliding contacts in assemblies of oval granules, International. J Numer Anal Methods Geomech 27(5):403–424CrossRef
go back to reference Sitharam TG (1999) Micromechanical modeling of granular materials: effect of confining pressure on mechanical behaviour. Mech Mater 31(10):653–665CrossRef Sitharam TG (1999) Micromechanical modeling of granular materials: effect of confining pressure on mechanical behaviour. Mech Mater 31(10):653–665CrossRef
go back to reference Sitharam TG (2003) Discrete element modeling of cyclic behaviour of granular materials. Geotech Geol Eng 21:297–329CrossRef Sitharam TG (2003) Discrete element modeling of cyclic behaviour of granular materials. Geotech Geol Eng 21:297–329CrossRef
go back to reference Szarf K, Combe G, Villard P (2011) Polygons vs. clumps of discs: a numerical study of the influence of grain shape on the mechanical behaviour of granular materials. Powder Technol 208(2):279–288CrossRef Szarf K, Combe G, Villard P (2011) Polygons vs. clumps of discs: a numerical study of the influence of grain shape on the mechanical behaviour of granular materials. Powder Technol 208(2):279–288CrossRef
go back to reference Thornton C, Antony SJ (2000) Quasi-static shear deformation of a soft particle system. Powder Technol 109:179–191CrossRef Thornton C, Antony SJ (2000) Quasi-static shear deformation of a soft particle system. Powder Technol 109:179–191CrossRef
go back to reference Thornton C, Sun G (1993) Axisymmetric compression of 3D polydisperse systems of spheres. Powders Grains 93:129–134 Thornton C, Sun G (1993) Axisymmetric compression of 3D polydisperse systems of spheres. Powders Grains 93:129–134
go back to reference Ting JM, Khwaja M, Meachum LR, Rowell JD (1993) An ellipse-based discrete element model for granular materials. Int J Numer Anal Meth Geomech 17(9):603–623CrossRef Ting JM, Khwaja M, Meachum LR, Rowell JD (1993) An ellipse-based discrete element model for granular materials. Int J Numer Anal Meth Geomech 17(9):603–623CrossRef
Metadata
Title
Effect of Aspect Ratio on the Monotonic Shear Behaviour: Micromechanical Interpretations
Authors
S. D. Anitha Kumari
T. G. Sitharam
Publication date
01-10-2013
Publisher
Springer Netherlands
Published in
Geotechnical and Geological Engineering / Issue 5/2013
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-013-9677-8

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