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contributor authorTiantian Hu
contributor authorYao Tang
contributor authorDaosheng Ling
contributor authorXiukai Wang
contributor authorBo Huang
date accessioned2022-05-07T21:10:02Z
date available2022-05-07T21:10:02Z
date issued2022-2-1
identifier other(ASCE)GM.1943-5622.0002273.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283401
description abstractA novel approach––the modified multilayer method––is proposed for generating homogeneous specimens for discrete-element-method (DEM) studies. The “particle boundary” is introduced at the interface between the layers, and the general servocontrolled technique is extended to the particle boundary to apply the stress field. Each layer of the specimen is compacted by moving the top and bottom boundaries simultaneously to generate the desired DEM specimen. Unlike existing methods, the proposed approach generates highly homogeneous specimens. The mechanism underpinning the new approach was determined by investigating the effect of the boundary movement on the final spatial distribution of the particles. A comparison with experimental direct-shear results shows that homogeneous samples generated using the proposed approach can accurately model the deformation and strength of granular material, whereas other methods lead to deviations due to sample inhomogeneity.
publisherASCE
titleNovel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies
typeJournal Paper
journal volume22
journal issue2
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002273
journal fristpage04021278
journal lastpage04021278-13
page13
treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002
contenttypeFulltext


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