Discrete element modelling of granular materials incorporating realistic particle shapes

被引:6
|
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
相关论文
共 50 条
  • [1] Discrete element modelling of granular materials incorporating realistic particle shapes
    Shiva Prashanth Kumar Kodicherla
    International Journal of Geo-Engineering, 14
  • [2] Study of cone penetration test in granular soil considering realistic particle shapes by discrete element method in 3D
    Wu, Kai
    Sun, Weichen
    Liu, Songyu
    Yang, Dayu
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2023, 27 (16) : 4629 - 4645
  • [3] Discrete element modelling of strength and critical state characteristics of granular materials under axial compression and axial extension stress path tests
    Kodicherla, Shiva Prashanth Kumar
    Gong, Guobin
    Fan, Lei
    Wilkinson, Stephen
    Moy, Charles K. S.
    PARTICUOLOGY, 2021, 56 : 152 - 162
  • [4] A granular Discrete Element Method for arbitrary convex particle shapes: Method and packing generation
    Seelen, L. J. H.
    Padding, J. T.
    Kuipers, J. A. M.
    CHEMICAL ENGINEERING SCIENCE, 2018, 189 : 84 - 101
  • [5] Investigation on the Influencing Factors of K0 of Granular Materials Using Discrete Element Modelling
    Qian, Jiangu
    Zhou, Chuang
    Li, Weiyi
    Gu, Xiaoqiang
    Qin, Yongjun
    Xie, Liangfu
    APPLIED SCIENCES-BASEL, 2022, 12 (06):
  • [6] The deformation of granular materials under repeated traffic load by discrete element modelling
    Gu, Xiaoqiang
    You, Zipei
    Qian, Jiangu
    Li, Weiyi
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2020, 24 (08) : 1135 - 1160
  • [7] Discrete Element Method Investigation of Binary Granular Flows with Different Particle Shapes
    Liu, Yi
    Yu, Zhaosheng
    Yang, Jiecheng
    Wassgren, Carl
    Curtis, Jennifer Sinclair
    Guo, Yu
    ENERGIES, 2020, 13 (07)
  • [8] Critical State for Anisotropic Granular Materials: A Discrete Element Perspective
    Yang, Z. X.
    Wu, Y.
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (02)
  • [9] Discrete modelling results of a direct shear test for granular materials versus FE results
    Kozicki, J.
    Niedostatkiewicz, M.
    Tejchman, J.
    Muhlhaus, H. -B.
    GRANULAR MATTER, 2013, 15 (05) : 607 - 627
  • [10] DEM-aided direct shear testing of granular sands incorporating realistic particle shape
    Zhou, Yu
    Wang, Huabin
    Zhou, Bo
    Li, Jianmei
    GRANULAR MATTER, 2018, 20 (03)