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    Density Effect and Associated Unjamming Events on the Aging-Induced Stiffness Increase in Sand

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 012
    Author:
    Li Zhaofeng;Wang Yu-Hsing;Chow Jun Kang
    DOI: 10.1061/(ASCE)GM.1943-5622.0001320
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the density effect on the aging-induced increase in soil stiffness based on discrete-element method (DEM) simulations conducted on dense, medium-dense, and loose samples for the study. Like experimental observations, among the three investigated, the medium-dense sample showed the highest aging rate in terms of the increase in the small-strain shear modulus. This finding was the result of competition between two opposite effects that coexist during aging: contact-force homogenization and unjamming events; both effects were relevant to the packing density. During aging, though a looser sample could undergo a greater homogenization of contact forces to give rise to a higher aging rate, it had a greater risk of experiencing unjamming event. This unjamming was accompanied by a sudden increase in the number of sliding contacts, which destroyed the aging-induced homogenization of the contact forces, and in turn, demolished the aging-induced stiffness increase. On the contrary, although a denser sample was less susceptible to the occurrence of unjamming events, it had less room to enable the contact forces to become more homogeneous during aging. As a result, eventually the medium-dense sample was revealed as having the greatest aging rate.
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      Density Effect and Associated Unjamming Events on the Aging-Induced Stiffness Increase in Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249840
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    contributor authorLi Zhaofeng;Wang Yu-Hsing;Chow Jun Kang
    date accessioned2019-02-26T07:51:12Z
    date available2019-02-26T07:51:12Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001320.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249840
    description abstractThis paper reports the density effect on the aging-induced increase in soil stiffness based on discrete-element method (DEM) simulations conducted on dense, medium-dense, and loose samples for the study. Like experimental observations, among the three investigated, the medium-dense sample showed the highest aging rate in terms of the increase in the small-strain shear modulus. This finding was the result of competition between two opposite effects that coexist during aging: contact-force homogenization and unjamming events; both effects were relevant to the packing density. During aging, though a looser sample could undergo a greater homogenization of contact forces to give rise to a higher aging rate, it had a greater risk of experiencing unjamming event. This unjamming was accompanied by a sudden increase in the number of sliding contacts, which destroyed the aging-induced homogenization of the contact forces, and in turn, demolished the aging-induced stiffness increase. On the contrary, although a denser sample was less susceptible to the occurrence of unjamming events, it had less room to enable the contact forces to become more homogeneous during aging. As a result, eventually the medium-dense sample was revealed as having the greatest aging rate.
    publisherAmerican Society of Civil Engineers
    titleDensity Effect and Associated Unjamming Events on the Aging-Induced Stiffness Increase in Sand
    typeJournal Paper
    journal volume18
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001320
    page4018173
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 012
    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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