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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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