Discrete element modelling of granular materials incorporating realistic particle shapes

被引:9
作者
Kodicherla, Shiva Prashanth Kumar [1 ]
机构
[1] Namibia Univ Sci & Technol, Dept Civil Min & Proc Engn, Windhoek, Namibia
关键词
Discrete element method; Direct shear test; Subnetworks; Clumped particles; DIRECT SHEAR TESTS; CRITICAL-STATE; SIMULATIONS; COMPRESSION; DEFORMATION; ANGULARITY; STRENGTH; BEHAVIOR; SIZE;
D O I
10.1186/s40703-023-00193-y
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper proposes an approach to generate realistic particle shapes considering the major plane of orientation of particles in discrete element modelling (DEM). The particle generation framework includes capturing high-quality scanning electron microscope (SEM) images, followed by image processing and generation of clumps using a commonly used multi-sphere (MS) approach in particle flow code (PFC3D). A set of experimental direct shear tests (DST) and subsequent DEM simulations were performed by incorporating realistic particle shapes. The simulation results show a good agreement with those obtained in the laboratory. In addition, the normal stress showed a significant effect on the structural anisotropy of the granular materials.
引用
收藏
页数:14
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