Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses

This paper presents numerical simulations of high-pressure biaxial tests on breakable granular soils with the discrete element method. The 2D setting is more economic in terms of computational cost, which allows simulation with a larger number of particles with a wider size distribution. The results...

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Main Authors: Tao Zhang, Chi Zhang
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/2048958
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author Tao Zhang
Chi Zhang
author_facet Tao Zhang
Chi Zhang
author_sort Tao Zhang
collection DOAJ
description This paper presents numerical simulations of high-pressure biaxial tests on breakable granular soils with the discrete element method. The 2D setting is more economic in terms of computational cost, which allows simulation with a larger number of particles with a wider size distribution. The results of breakable and unbreakable agglomerates show that particle breakage has a significant influence on the macro- and micromechanical behaviors of the assembly. Higher confining pressure and larger axial strain result in the variation of particle grading and agglomerate numbers. The evolution of bond breakage during shearing makes it possible to trace the failure process and breakage mechanism at the microlevel. The breakage energy is found to account for a small fraction of total energy input compared with friction energy. A hyperbolic correlation between relative particle breakage and total energy input per unit volume was established regardless of the influence of confining pressure.
format Article
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institution Kabale University
issn 1687-8086
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language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-b8930f4741de484a8712747b18d4a0342025-02-03T06:10:53ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/20489582048958Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element AnalysesTao Zhang0Chi Zhang1State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaThis paper presents numerical simulations of high-pressure biaxial tests on breakable granular soils with the discrete element method. The 2D setting is more economic in terms of computational cost, which allows simulation with a larger number of particles with a wider size distribution. The results of breakable and unbreakable agglomerates show that particle breakage has a significant influence on the macro- and micromechanical behaviors of the assembly. Higher confining pressure and larger axial strain result in the variation of particle grading and agglomerate numbers. The evolution of bond breakage during shearing makes it possible to trace the failure process and breakage mechanism at the microlevel. The breakage energy is found to account for a small fraction of total energy input compared with friction energy. A hyperbolic correlation between relative particle breakage and total energy input per unit volume was established regardless of the influence of confining pressure.http://dx.doi.org/10.1155/2019/2048958
spellingShingle Tao Zhang
Chi Zhang
Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses
Advances in Civil Engineering
title Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses
title_full Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses
title_fullStr Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses
title_full_unstemmed Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses
title_short Numerical Simulation of Particle Breakage of Granular Assemblies in Discrete Element Analyses
title_sort numerical simulation of particle breakage of granular assemblies in discrete element analyses
url http://dx.doi.org/10.1155/2019/2048958
work_keys_str_mv AT taozhang numericalsimulationofparticlebreakageofgranularassembliesindiscreteelementanalyses
AT chizhang numericalsimulationofparticlebreakageofgranularassembliesindiscreteelementanalyses