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    Particle Breakage Effect on Compression Behavior of Realistic Granular Assembly

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007::page 04021105-1
    Author:
    Tao Zhang
    ,
    Weihao Yang
    ,
    Chi Zhang
    ,
    Chenchen Hu
    DOI: 10.1061/(ASCE)GM.1943-5622.0002022
    Publisher: ASCE
    Abstract: A numerical investigation of the effect of particle breakage on the one-dimensional compression behavior of a realistic granular assembly was carried out using the discrete-element method. The morphologies of sands were obtained using X-ray microcomputed tomography. Sand assemblies were generated in terms of the statistical distribution of sphericity from real sands. The results of single-particle compression tests showed that particle shape significantly affects crushing strength. Particle breakage had a significant influence on compressive deformation, as demonstrated by comparing breakable assemblies with unbreakable ones. The strong force distribution became broader, and the proportion of weak force increased with particle breakability. Looser samples underwent much more particle breakage than did denser samples. It was found that breakage dissipation was a small fraction of energy input compared with frictional dissipation. An excellent hyperbolic relationship between relative breakage and energy input was found, which was independent of initial void ratio.
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      Particle Breakage Effect on Compression Behavior of Realistic Granular Assembly

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4271366
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    contributor authorTao Zhang
    contributor authorWeihao Yang
    contributor authorChi Zhang
    contributor authorChenchen Hu
    date accessioned2022-02-01T00:23:33Z
    date available2022-02-01T00:23:33Z
    date issued7/1/2021
    identifier other%28ASCE%29GM.1943-5622.0002022.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271366
    description abstractA numerical investigation of the effect of particle breakage on the one-dimensional compression behavior of a realistic granular assembly was carried out using the discrete-element method. The morphologies of sands were obtained using X-ray microcomputed tomography. Sand assemblies were generated in terms of the statistical distribution of sphericity from real sands. The results of single-particle compression tests showed that particle shape significantly affects crushing strength. Particle breakage had a significant influence on compressive deformation, as demonstrated by comparing breakable assemblies with unbreakable ones. The strong force distribution became broader, and the proportion of weak force increased with particle breakability. Looser samples underwent much more particle breakage than did denser samples. It was found that breakage dissipation was a small fraction of energy input compared with frictional dissipation. An excellent hyperbolic relationship between relative breakage and energy input was found, which was independent of initial void ratio.
    publisherASCE
    titleParticle Breakage Effect on Compression Behavior of Realistic Granular Assembly
    typeJournal Paper
    journal volume21
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002022
    journal fristpage04021105-1
    journal lastpage04021105-12
    page12
    treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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