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    Effect of Particle Shape on Constitutive Relation: DEM Study

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author:
    H. B. K. Nguyen
    ,
    M. M. Rahman
    ,
    A. B. Fourie
    DOI: 10.1061/(ASCE)GT.1943-5606.0002278
    Publisher: ASCE
    Abstract: The influence of particle shape was evaluated under drained and undrained (constant volume) condition using three-dimensional (3D) cubical assemblies of spheres, ellipsoids, and cluster of spheres (a combination of seven spheres with two different degrees of overlap) with same particle size distribution. It was found that the peak deviatoric stress, the minimum dilatancy (d=dεvp/dεqp), corresponding stress ratio (ηdmin), the bounding surface dilatancy model, and the location of the critical state line (CSL) both in the e-log(p′) and the q-p′ space were influenced by particle shape. Therefore, four corresponding sets of constitutive parameters for four different particle shapes were implemented in a bounding surface model to predict both drained and undrained (constant volume) discrete element method (DEM) simulation. Good prediction, irrespective of particle shape, indicates that the observed DEM behavior can be adequately captured by the theories of continuum mechanics. Importantly, the majority of the constitutive parameters were influenced by particle shape and can be correlated with simple shape descriptor of sphericity.
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      Effect of Particle Shape on Constitutive Relation: DEM Study

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4268892
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorH. B. K. Nguyen
    contributor authorM. M. Rahman
    contributor authorA. B. Fourie
    date accessioned2022-01-30T21:49:00Z
    date available2022-01-30T21:49:00Z
    date issued7/1/2020 12:00:00 AM
    identifier other%28ASCE%29GT.1943-5606.0002278.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268892
    description abstractThe influence of particle shape was evaluated under drained and undrained (constant volume) condition using three-dimensional (3D) cubical assemblies of spheres, ellipsoids, and cluster of spheres (a combination of seven spheres with two different degrees of overlap) with same particle size distribution. It was found that the peak deviatoric stress, the minimum dilatancy (d=dεvp/dεqp), corresponding stress ratio (ηdmin), the bounding surface dilatancy model, and the location of the critical state line (CSL) both in the e-log(p′) and the q-p′ space were influenced by particle shape. Therefore, four corresponding sets of constitutive parameters for four different particle shapes were implemented in a bounding surface model to predict both drained and undrained (constant volume) discrete element method (DEM) simulation. Good prediction, irrespective of particle shape, indicates that the observed DEM behavior can be adequately captured by the theories of continuum mechanics. Importantly, the majority of the constitutive parameters were influenced by particle shape and can be correlated with simple shape descriptor of sphericity.
    publisherASCE
    titleEffect of Particle Shape on Constitutive Relation: DEM Study
    typeJournal Paper
    journal volume146
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002278
    page16
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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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
    yabeshDSpacePersian