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    Why Modeling Particle Shape Matters: Significance of Particle-Scale Modeling in Describing Global and Local Granular Responses

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 009::page 04024079-1
    Author:
    Usman Ali
    ,
    Mamoru Kikumoto
    ,
    Matteo Oryem Ciantia
    ,
    Ying Cui
    ,
    Marco Previtali
    DOI: 10.1061/JGGEFK.GTENG-12354
    Publisher: American Society of Civil Engineers
    Abstract: The applicability of particle-scale modeling using the discrete-element method (DEM) is typically evaluated by comparing simulation results with stress–strain responses observed in elementary tests. This validation at the global level may not guarantee that the simulation can capture realistic particle-level motion. Thus, this study investigated the applicability and limitation of two types of DEM models, through the comparison with experimental results of biaxial shearing tests on bidisperse granular assemblies comprising circular (round) and hexagonal (angular) particles under various confining pressures. Experimental data wherein particle rotations were identified by novel image analysis technique were used to evaluate whether the DEM models could accurately reproduce macroscopic stress–strain relationships and microscopic particle responses. Experimental findings suggested that particle rotations play a crucial role in granular deformation and are influenced by the particle shape. A detailed DEM model with precise particle shapes effectively replicated both macroscopic stress–strain relationships and microscopic responses, including particle rotation and interlocking at global and local levels. Conversely, a simpler ad hoc DEM model, which incorporates rolling resistance for circular particles, could imitate the stress–strain relationships of hexagonal particles but fell short in replicating microscopic responses accurately.
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      Why Modeling Particle Shape Matters: Significance of Particle-Scale Modeling in Describing Global and Local Granular Responses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298975
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    contributor authorUsman Ali
    contributor authorMamoru Kikumoto
    contributor authorMatteo Oryem Ciantia
    contributor authorYing Cui
    contributor authorMarco Previtali
    date accessioned2024-12-24T10:28:02Z
    date available2024-12-24T10:28:02Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherJGGEFK.GTENG-12354.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298975
    description abstractThe applicability of particle-scale modeling using the discrete-element method (DEM) is typically evaluated by comparing simulation results with stress–strain responses observed in elementary tests. This validation at the global level may not guarantee that the simulation can capture realistic particle-level motion. Thus, this study investigated the applicability and limitation of two types of DEM models, through the comparison with experimental results of biaxial shearing tests on bidisperse granular assemblies comprising circular (round) and hexagonal (angular) particles under various confining pressures. Experimental data wherein particle rotations were identified by novel image analysis technique were used to evaluate whether the DEM models could accurately reproduce macroscopic stress–strain relationships and microscopic particle responses. Experimental findings suggested that particle rotations play a crucial role in granular deformation and are influenced by the particle shape. A detailed DEM model with precise particle shapes effectively replicated both macroscopic stress–strain relationships and microscopic responses, including particle rotation and interlocking at global and local levels. Conversely, a simpler ad hoc DEM model, which incorporates rolling resistance for circular particles, could imitate the stress–strain relationships of hexagonal particles but fell short in replicating microscopic responses accurately.
    publisherAmerican Society of Civil Engineers
    titleWhy Modeling Particle Shape Matters: Significance of Particle-Scale Modeling in Describing Global and Local Granular Responses
    typeJournal Article
    journal volume150
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-12354
    journal fristpage04024079-1
    journal lastpage04024079-15
    page15
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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