Shear-induced anisotropy of granular materials with rolling resistance and particle shape effects
Tài liệu tham khảo
Ai, 2011, Assessment of rolling resistance models in discrete element simulations, Powder Technol, 206, 269, 10.1016/j.powtec.2010.09.030
Alonso-Marroquin, 2005, Role of anisotropy in the elastoplastic response of a polygonal packing, Phys. Rev. E, 71, 051304, 10.1103/PhysRevE.71.051304
Arthur, 1972, Inherent anisotropy in a sand, Géotechnique, 22, 115, 10.1680/geot.1972.22.1.115
Athanassiadis, 2013, Particle shape effects on the stress response of granular packings, Soft Matter, 10, 48, 10.1039/C3SM52047A
Azéma, 2013, Packings of irregular polyhedral particles: strength, structure, and effects of angularity, Phys. Rev. E, 87, 062203, 10.1103/PhysRevE.87.062203
Azéma, 2013, Rheology of three-dimensional packings of aggregates: microstructure and effects of nonconvexity, Phys. Rev. E, 87, 052205, 10.1103/PhysRevE.87.052205
Azéma, 2009, Quasistatic rheology, force transmission and fabric properties of a packing of irregular polyhedral particles, Mech. Mater., 41, 729, 10.1016/j.mechmat.2009.01.021
Barr, 1981, Superquadrics and angle-preserving transformations, IEEE Comput Graph Appl., 1, 11, 10.1109/MCG.1981.1673799
Brown, 1978, The use of maximum entropy in the characterization of granular media, 98
Cambou, 2004, Anisotropy in granular materials at different scales, Mech. Mater., 36, 1185, 10.1016/j.mechmat.2002.12.002
Christoffersen, 1981, A micromechanical description of granular material behavior, J Appl Mech, 48, 339, 10.1115/1.3157619
Cundall, 1979, A discrete numerical model for granular assemblies, Géotechnique, 29, 47, 10.1680/geot.1979.29.1.47
Fonseca, 2013, Quantifying the evolution of soil fabric during shearing using directional parameters, Géotechnique, 63, 487, 10.1680/geot.12.P.003
Guo, 2013, The signature of shear-induced anisotropy in granular media, Comput. Geotech., 47, 1, 10.1016/j.compgeo.2012.07.002
Irazábal, 2017, Numerical modelling of granular materials with spherical discrete particles and the bounded rolling friction model. application to railway ballast, Comput. Geotech., 85, 220, 10.1016/j.compgeo.2016.12.034
Iwashita, 1998, Rolling resistance at contacts in simulation of shear band development by DEM, J. Eng. Mech., 124, 285, 10.1061/(ASCE)0733-9399(1998)124:3(285)
Jiang, 2015, A novel three-dimensional contact model for granulates incorporating rolling and twisting resistances, Comput. Geotech., 65, 147, 10.1016/j.compgeo.2014.12.011
Jiang, 2005, A novel discrete model for granular material incorporating rolling resistance, Comput. Geotech., 32, 340, 10.1016/j.compgeo.2005.05.001
Ken-Ichi, 1984, Distribution of directional data and fabric tensors, Int. J. Eng. Sci., 22, 149, 10.1016/0020-7225(84)90090-9
Li, 2012, Anisotropic critical state theory: role of fabric, J. Eng. Mech., 138, 263, 10.1061/(ASCE)EM.1943-7889.0000324
Li, 2015, Dissipation consistent fabric tensor definition from DEM to continuum for granular media, J. Mech. Phys. Solids, 78, 141, 10.1016/j.jmps.2015.02.003
Luding, 2007, The effect of friction on wide shear bands, Part. Sci. Technol., 26, 33, 10.1080/02726350701759167
Majmudar, 2005, Contact force measurements and stress-induced anisotropy in granular materials, Nature, 435, 1079, 10.1038/nature03805
Mehrabadi, 1982, On statistical description of stress and fabric in granular materials, Int. J. Numer Anal Methods Geomech, 6, 95, 10.1002/nag.1610060107
Miao, 2017, DEM Modeling of pullout behavior of geogrid reinforced ballast: the effect of particle shape, Comput. Geotech., 81, 249, 10.1016/j.compgeo.2016.08.028
Ng, 2009, Particle shape effect on macro-and micro-behaviors of monodisperse ellipsoids, Int. J. Numer Anal Methods Geomech, 33, 511, 10.1002/nag.732
Nguyen, 2016, Undrained behaviour of granular material and the role of fabric in isotropic and K0 consolidations: DEM approach, Géotechnique, 67, 153, 10.1680/jgeot.15.P.234
Nübel, 1996, Particle shape effect in stress-force-fabric relationship for granular media, J. Mech. Behav. Mater., 7, 219, 10.1515/JMBM.1996.7.3.219
Oda, 1972, Initial fabrics and their relations to mechanical properties of granular material, Soils Found., 12, 17, 10.3208/sandf1960.12.17
O’Sullivan, 2011, Particle-based discrete element modeling: geomechanics perspective, Int. J. Geomech., 11, 449, 10.1061/(ASCE)GM.1943-5622.0000024
O’Sullivan, 2011
Otsubo, 2016, The influence of particle surface roughness on elastic stiffness and dynamic response, Géotechnique, 67, 452, 10.1680/jgeot.16.P.050
Ouadfel, 2001, ‘Stress–force–fabric’ relationship for assemblies of ellipsoids, Mech. Mater., 33, 201, 10.1016/S0167-6636(00)00057-0
Payan, 2016, Effect of particle shape and validity of gmax models for sand: a critical review and a new expression, Comput. Geotech., 72, 28, 10.1016/j.compgeo.2015.11.003
Radjai, 2009, Contact dynamics as a nonsmooth discrete element method, Mech. Mater., 41, 715, 10.1016/j.mechmat.2009.01.028
Radjai, 1998, Bimodal character of stress transmission in granular packings, Phys. Rev. Lett., 80, 61, 10.1103/PhysRevLett.80.61
Saint-Cyr, 2011, Rheology of granular materials composed of nonconvex particles, Phys. Rev. E, 84, 041302, 10.1103/PhysRevE.84.041302
Seyedi Hosseininia, 2012, Investigating the micromechanical evolutions within inherently anisotropic granular materials using discrete element method, Granular Matt., 14, 483, 10.1007/s10035-012-0340-5
Seyedi Hosseininia, 2013, Stress–force–fabric relationship for planar granular materials, Géotechnique, 63, 830, 10.1680/geot.12.P.055
Shin, 2012, Role of particle angularity on the mechanical behavior of granular mixtures, J. Geotech. Geoenviron. Eng., 139, 353, 10.1061/(ASCE)GT.1943-5606.0000768
Silbert, 2010, Jamming of frictional spheres and random loose packing, Soft Matter, 6, 2918, 10.1039/c001973a
Sufian, 2017, Anisotropy of contact networks in granular media and its influence on mobilised internal friction, Géotechnique, 67, 1067
Williams, 1992, Superquadrics and modal dynamics for discrete elements in interactive design, Eng. Comput. (Swansea), 9, 115, 10.1108/eb023852
Yimsiri, 2010, Dem analysis of soil fabric effects on behaviour of sand, Géotechnique, 60, 483, 10.1680/geot.2010.60.6.483
Zhao, 2013, Unique critical state characteristics in granular media considering fabric anisotropy, Géotechnique, 63, 695, 10.1680/geot.12.P.040
Zhao, 2014, Rotational resistance and shear-induced anisotropy in granular media, Acta Mech. Solida Sin., 27, 1, 10.1016/S0894-9166(14)60012-4
Zhao, 2016, Micro origins for macro behavior in granular media, Granular Matter, 18, 59, 10.1007/s10035-016-0662-9
Zhao, 2018, Effects of curvature-related DEM contact model on the macro- and micro-mechanical behaviours of granular soils, Géotechnique, 10.1680/jgeot.17.P.158
Zhao, 2018, Three-dimensional voronoi analysis of monodisperse ellipsoids during triaxial shear, Powder Technol., 323, 323, 10.1016/j.powtec.2017.10.023
Zhao, 2017, Discrete element method investigation on thermally-induced shakedown of granular materials, Granular Matter, 19, 11, 10.1007/s10035-016-0690-5
Zhao, 2017, Particle shape effects on fabric of granular random packing, Powder Technol., 310, 175, 10.1016/j.powtec.2016.12.094
Zhao, 2017, Effects of particle asphericity on the macro-and micro-mechanical behaviors of granular assemblies, Granular Matter, 19, 38, 10.1007/s10035-017-0725-6
Zhao, 2015, Discrete element simulations of direct shear tests with particle angularity effect, Granular Matter, 17, 793, 10.1007/s10035-015-0593-x
Zhao, 2011, Numerical analysis of critical state behaviors of granular soils under different loading conditions, Granular Matter, 13, 751, 10.1007/s10035-011-0284-1
Zhou, 2013, Dem investigation of particle anti-rotation effects on the micromechanical response of granular materials, Granular Matter, 15, 315, 10.1007/s10035-013-0409-9