DEM simulation of the shear behaviour of breakable granular materials with various angularities

被引:25
作者
Fang, Chuanfeng [1 ]
Gong, Jian [2 ]
Jia, Mingtao [3 ]
Nie, Zhihong [1 ]
Li, Bo [4 ]
Mohammed, Ashiru [1 ]
Zhao, Lianheng [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
[2] Guangxi Univ, Coll Civil Engn & Architecture, Nanning 530004, Peoples R China
[3] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
[4] Wenzhou Univ, Coll Architecture & Civil Engn, Wenzhou 325035, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Particle angularity; DEM; Particle breakage; Triaxial compression; Macro-micro response; PARTICLE BREAKAGE; ROCKFILL MATERIALS; SAND PARTICLES; SHAPE; COMPRESSION; ASSEMBLIES; TESTS; MECHANICS; ROUNDNESS; STRENGTH;
D O I
10.1016/j.apt.2021.09.009
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Particle shape is an important factor that affects particle breakage and the mechanical behaviour of granular materials. This report explored the effect of angularity on the mechanical behaviour of breakable granular materials under triaxial tests. Various angular particles are generated using the quasi spherical polyhedron method. The angularity a is defined as the mean exterior angle of touching faces in a particle model. A breakable particle is constructed as an aggregate composed of coplanar and glued Voronoi polyhedra. After being prepared under the densest conditions, all assemblies were subjected to triaxial compression until a critical state was reached. The macroscopic characteristics, including the shear strength and dilatancy response, were investigated. Then, particle breakage characteristics, including the extent of particle breakage, breakage pattern and correlation between the particle breakage and energy input, were evaluated. Furthermore, the microscopic characteristics, including the contact force and fabric anisotropy, were examined to probe the microscopic origins of the shear strength. As a increases, the peak shear strength increases first and then remains constant, while the critical shear strength generally increases. Assemblies with larger angularity tend to cause more serious particle breakage. The relative breakage is linearly correlated with a under shear loading. Compared with unbreakable particles, the peak shear strength and the critical volumetric strain decline, and the degree of decline linearly increases with increasing a. (c) 2021 The Society of Powder Technology Japan. Published by Elsevier B.V. and The Society of Powder Technology Japan. All rights reserved.
引用
收藏
页码:4058 / 4069
页数:12
相关论文
共 76 条
[1]   Impact of particle shape on breakage of recycled construction and demolition aggregates [J].
Afshar, Tabassom ;
Disfani, Mandi M. ;
Arulrajah, Arul ;
Narsilio, Guillermo A. ;
Emam, Sacha .
POWDER TECHNOLOGY, 2017, 308 :1-12
[2]  
Aguirre M.A., 2021, EPJ WEB C, V249
[3]  
[Anonymous], 2019, US IT MAN PFC3D
[4]   Quasistatic rheology, force transmission and fabric properties of a packing of irregular polyhedral particles [J].
Azema, E. ;
Radjai, F. ;
Saussine, G. .
MECHANICS OF MATERIALS, 2009, 41 (06) :729-741
[5]   Packings of irregular polyhedral particles: Strength, structure, and effects of angularity [J].
Azema, Emilien ;
Radjai, Farhang ;
Dubois, Frederic .
PHYSICAL REVIEW E, 2013, 87 (06)
[6]   Force chains and contact network topology in sheared packings of elongated particles [J].
Azema, Emilien ;
Radjai, Farhang .
PHYSICAL REVIEW E, 2012, 85 (03)
[7]   THE SHAPE OF ROCK PARTICLES, A CRITICAL-REVIEW [J].
BARRETT, PJ .
SEDIMENTOLOGY, 1980, 27 (03) :291-303
[8]   Quasistatic rheology and microstructural description of sheared granular materials composed of platy particles [J].
Boton, Mauricio ;
Azema, Emilien ;
Estrada, Nicolas ;
Radjai, Farhang ;
Lizcano, Arcesio .
PHYSICAL REVIEW E, 2013, 87 (03)
[9]   The relevance of roundness to the crushing strength of granular materials [J].
Cavarretta, I. ;
O'Sullivan, C. ;
Coop, M. R. .
GEOTECHNIQUE, 2017, 67 (04) :301-312
[10]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65