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    Discrete Element Modeling of Contact Creep and Aging in Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author:
    Yu-Hsing Wang
    ,
    Dapeng Xu
    ,
    King Yuen Tsui
    DOI: 10.1061/(ASCE)1090-0241(2008)134:9(1407)
    Publisher: American Society of Civil Engineers
    Abstract: In this study, aging in dry, clean sand induced by contact creep is investigated through numerical simulations using the discrete element method. Simulation results demonstrate that contact creep initiates the redistribution of contact forces. Although contact creep produces a very small decrease in porosity (approximately 1.7%), a significant change in the contact force distribution is produced in the aged sample. The contact forces ultimately become more uniform in both magnitude and spatial distribution. This homogenization of contact forces leads to more stable force chains and therefore produces an increase in the small-strain stiffness, early strength, and dilatancy in the aged sample. Such increases are not found in the sample prepared to the same porosity as the aged sample but without aging. This is because, in generating this sample, the contact creep is not allowed and therefore its associated contact force distribution is less homogenized compared with that in the aged sample.
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      Discrete Element Modeling of Contact Creep and Aging in Sand

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/53426
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorYu-Hsing Wang
    contributor authorDapeng Xu
    contributor authorKing Yuen Tsui
    date accessioned2017-05-08T21:29:22Z
    date available2017-05-08T21:29:22Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A9%281407%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53426
    description abstractIn this study, aging in dry, clean sand induced by contact creep is investigated through numerical simulations using the discrete element method. Simulation results demonstrate that contact creep initiates the redistribution of contact forces. Although contact creep produces a very small decrease in porosity (approximately 1.7%), a significant change in the contact force distribution is produced in the aged sample. The contact forces ultimately become more uniform in both magnitude and spatial distribution. This homogenization of contact forces leads to more stable force chains and therefore produces an increase in the small-strain stiffness, early strength, and dilatancy in the aged sample. Such increases are not found in the sample prepared to the same porosity as the aged sample but without aging. This is because, in generating this sample, the contact creep is not allowed and therefore its associated contact force distribution is less homogenized compared with that in the aged sample.
    publisherAmerican Society of Civil Engineers
    titleDiscrete Element Modeling of Contact Creep and Aging in Sand
    typeJournal Paper
    journal volume134
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:9(1407)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    contenttypeFulltext
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