A novel three-dimensional contact model for granulates incorporating rolling and twisting resistances
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[1] A. A. Mirghasemi,et al. Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles , 2002 .
[2] Gilles Saussine,et al. Penetration test in coarse granular material using Contact Dynamics Method , 2014 .
[3] T. Matsushima,et al. Simple shear simulation of 3D irregularly-shaped particles by image-based DEM , 2010 .
[4] Hai-Sui Yu,et al. Discrete element modelling of deep penetration in granular soils , 2006 .
[5] Colin Thornton,et al. Microscopic contact model of lunar regolith for high efficiency discrete element analyses , 2013 .
[6] John-Paul Latham,et al. 3D dynamics of discrete element systems comprising irregular discrete elements—integration solution for finite rotations in 3D , 2003 .
[7] Z. Mroz,et al. Effect of grain roughness on strength, volume changes, elastic and dissipated energies during quasi-static homogeneous triaxial compression using DEM , 2012 .
[8] Stein Sture,et al. Strain Localization in Sand: Plane Strain versus Triaxial Compression , 2003 .
[9] Hehua Zhu,et al. Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses , 2011 .
[10] Colin Webb,et al. Experimental validation of polyhedral discrete element model , 2011 .
[11] M. Oda,et al. Micro-Deformation Mechanism of Shear Banding Process Based on Modified Distinct Element Method , 1999 .
[12] Serge Leroueil,et al. An efficient technique for generating homogeneous specimens for DEM studies , 2003 .
[13] John M. Ting,et al. Effect of particle shape on the strength and deformation mechanisms of ellipse‐shaped granular assemblages , 1995 .
[14] John-Paul Latham,et al. A random method for simulating loose packs of angular particles using tetrahedra , 2001 .
[15] D. H. Cornforth,et al. SOME EXPERIMENTS ON THE INFLUENCE OF STRAIN CONDITIONS ON THE STRENGTH OF SAND , 1964 .
[16] Philippe Gotteland,et al. Influence of relative density on granular materials behavior: DEM simulations of triaxial tests , 2009 .
[17] Peter Mora,et al. Implementation of Particle-scale Rotation in the 3-D Lattice Solid Model , 2006 .
[18] Runqiu Huang,et al. DEM investigation of particle anti-rotation effects on the micromechanical response of granular materials , 2013 .
[19] Wuming Yan,et al. Fabric and the critical state of idealized granular assemblages subject to biaxial shear , 2013 .
[20] T. Ng,et al. A three-dimensional discrete element model using arrays of ellipsoids , 1997 .
[21] Hai-Sui Yu,et al. A novel discrete model for granular material incorporating rolling resistance , 2005 .
[22] M. Gutierrez,et al. Comprehensive study of the effects of rolling resistance on the stress–strain and strain localization behavior of granular materials , 2010 .
[23] Jin Y. Ooi,et al. Numerical investigation of progressive development of granular pile with spherical and non-spherical particles , 2009 .
[24] Hb Seed,et al. Plane-Strain Testing of Sand , 1981 .
[25] F C Townsend,et al. Laboratory Shear Strength of Soil , 1981 .
[26] Chuangbing Zhou,et al. Influence of Particle Shape on Behavior of Rockfill Using a Three-Dimensional Deformable DEM , 2013 .
[27] Vinod K. Garga,et al. ディスカッション The Steady State of Sandy Soils , 1997 .
[28] Kristian Krabbenhoft,et al. Three-dimensional granular contact dynamics with rolling resistance , 2013 .
[29] José E. Andrade,et al. Granular Element Method for Computational Particle Mechanics , 2012 .
[30] Meinhard Kuna,et al. Polyhedral particles for the discrete element method , 2013 .
[31] Richard J. Bathurst,et al. Micromechanical features of granular assemblies with planar elliptical particles , 1992 .
[32] D. Ming. Lunar sourcebook. A user's guide to the moon , 1992 .
[33] C. Thornton. NUMERICAL SIMULATIONS OF DEVIATORIC SHEAR DEFORMATION OF GRANULAR MEDIA , 2000 .
[34] K. Alshibli,et al. Characterizing Surface Roughness and Shape of Sands Using Digital Microscopy , 2004 .
[35] Alsidqi Hasan,et al. Discrete Element Modeling of Strength Properties of Johnson Space Center (JSC-1A) Lunar Regolith Simulant , 2010 .
[36] Mingjing Jiang,et al. Numerical analyses of braced excavation in granular grounds: continuum and discrete element approaches , 2013 .
[37] S. Luding. Cohesive, frictional powders: contact models for tension , 2008 .
[38] Gye-Chun Cho,et al. DETERMINATION OF CRITICAL STATE PARAMETERS IN SANDY SOILS - SIMPLE PROCEDURE , 2001 .
[39] M. Oda,et al. Rolling Resistance at Contacts in Simulation of Shear Band Development by DEM , 1998 .
[40] Guy T. Houlsby,et al. Potential particles: a method for modelling non-circular particles in DEM , 2009 .
[41] J. Santamarina,et al. Closure of "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands" , 2006 .
[42] P. Cundall,et al. A bonded-particle model for rock , 2004 .
[43] Guilhem Mollon,et al. Generating realistic 3D sand particles using Fourier descriptors , 2013 .
[44] Takashi Matsushima,et al. Quantitative evaluation of the effect of irregularly shaped particles in sheared granular assemblies , 2011 .
[45] Guy T. Houlsby,et al. A new algorithm for contact detection between convex polygonal and polyhedral particles in the discrete element method , 2012 .
[46] Harald Kruggel-Emden,et al. Comparison of the multi-sphere and polyhedral approach to simulate non-spherical particles within the discrete element method: Influence on temporal force evolution for multiple contacts , 2011 .
[47] P. Cundall,et al. A discrete numerical model for granular assemblies , 1979 .
[48] Daniel Dias,et al. Discrete element modelling of a granular platform supported by piles in soft soil – Validation on a small scale model test and comparison to a numerical analysis in a continuum , 2009 .
[49] Jacek Tejchman,et al. Numerical simulations of sand behaviour using DEM with two different descriptions of grain roughness , 2011 .
[50] Rimantas Kačianauskas,et al. Investigation of rice grain flow by multi-sphere particle model with rolling resistance , 2011 .
[51] D. Pedroso,et al. Molecular dynamics simulations of complex-shaped particles using Voronoi-based spheropolyhedra. , 2010, Physical review. E, Statistical, nonlinear, and soft matter physics.
[52] A. Tordesillas,et al. Effects of particle size distribution in a three-dimensional micropolar continuum model of granular media , 2006 .
[53] C. A. Pearse. Photometry and polarimetry of the moon and their relationship to physical properties of the lunar surface , 1963 .
[54] Serge Leroueil,et al. Insight into shear strength functions of unsaturated granulates by DEM analyses , 2004 .
[55] Jian Fei Chen,et al. Assessment of rolling resistance models in discrete element simulations , 2011 .
[56] Hai-Sui Yu,et al. Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses , 2006 .
[57] F. Donze,et al. A spherical discrete element model: calibration procedure and incremental response , 2009 .
[58] Félix Darve,et al. Numerical simulation of drained triaxial test using 3D discrete element modeling , 2009 .
[59] Akira Murakami,et al. Distinct element method analyses of idealized bonded-granulate cut slope , 2012, Granular Matter.
[60] F. Radjai,et al. Identification of rolling resistance as a shape parameter in sheared granular media. , 2011, Physical review. E, Statistical, nonlinear, and soft matter physics.