Discrete element modelling of granular materials incorporating realistic particle shapes

被引:0
作者
Shiva Prashanth Kumar Kodicherla
机构
[1] Namibia University of Science and Technology,Department of Civil, Mining and Process Engineering
来源
International Journal of Geo-Engineering | / 14卷
关键词
Discrete element method; Direct shear test; Subnetworks; Clumped particles;
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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.
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[41]  
Karray M(2006)Discrete element modelling of geogrid-reinforced aggregates Geotech Eng 50 43-764
[42]  
Cui L(2012)Simulation of granular packing of particles with different size distributions Comput Mater Sci 17 793-undefined
[43]  
O’Sullivan C(2021)Discrete element modelling of strength and critical state characteristics of granular materials under axial compression and axial extension stress path tests Particuology 13 751-undefined
[44]  
Gong H(2009)A 3D fourth order fabric tensor approach of anisotropy in granular media Comput Mater Sci undefined undefined-undefined
[45]  
Song W(1998)Bimodal character of stress transmission in granular packings Phys Rev Lett undefined undefined-undefined
[46]  
Huang B(2000)Numerical simulations of deviatoric shear deformations of granular media Geotechnique undefined undefined-undefined
[47]  
Shu X(2015)Discrete element simulations of direct shear tests with particle angularity effect Granul Matter undefined undefined-undefined
[48]  
Han B(2011)Numerical analysis of critical state behaviours of granular soils under different loading conditions Granul Matter undefined undefined-undefined
[49]  
Wu H(undefined)undefined undefined undefined undefined-undefined
[50]  
Zou J(undefined)undefined undefined undefined undefined-undefined