Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/27955
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dc.contributor.authorYu, F-
dc.contributor.authorZhang, C-
dc.contributor.authorXie, Q-
dc.contributor.authorSu, L-
dc.contributor.authorZhao, T-
dc.contributor.authorJan, MQ-
dc.date.accessioned2024-01-01T11:40:24Z-
dc.date.available2024-01-01T11:40:24Z-
dc.date.issued2020-11-14-
dc.identifierORCID iD: Fangwei Yu https://orcid.org/0000-0001-9616-7099-
dc.identifierORCID iD: Tao Zhao https://orcid.org/0000-0003-2828-6314-
dc.identifier.citationYu, F. et al. (2021) 'Particle breakage of sand subjected to friction and collision in drum tests', Journal of Rock Mechanics and Geotechnical Engineering, 13 (2), pp. 390 - 400. doi: 10.1016/j.jrmge.2020.08.004.en_US
dc.identifier.issn1674-7755-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/27955-
dc.description.abstractThis paper presents a laboratory experimental study on particle breakage of sand subjected to friction and collision, by a number of drum tests on granular materials (silica sand No. 3 and ceramic balls) to investigate the characteristics of particle breakage and its effect on the characteristics of grain size distribution of sand. Particle breakage increased in up convexity with increasing duration of drum tests, but increased linearly with increasing number of balls. Particle breakage showed an increase, followed by a decrease while increasing the amount of sand. There may be existence of a characteristic amount of sand causing a maximum particle breakage. Friction tests caused much less particle breakage than collision tests did. Friction and collision resulted in different mechanisms of particle breakage, mainly by abrasion for friction and by splitting for collision. The fines content increased with increasing relative breakage. Particle breakage in the friction tests (abrasion) resulted in a sharper increase but with a smaller total amount of fines content in comparison with that in the collision tests (splitting). For the collision tests, the fines content showed a decrease followed by an increase as the amount of sand increased, whereas it increased in up convexity with increasing number of balls. The characteristic grain sizes D<sub>10</sub> and D<sub>30</sub> decreased in down convexity with increasing relative breakage, which could be described by a natural exponential function. However, the characteristic grain sizes D<sub>50</sub> and D<sub>60</sub> decreased linearly while increasing the relative breakage. In addition, the coefficients of uniformity and curvature of sand showed an increase followed by a decrease while increasing the relative breakage. and decreased in down convexity with increasing relative breakage, which could be described by a natural exponential function. However, the characteristic grain sizes and decreased linearly while increasing the relative breakage. In addition, the coefficients of uniformity and curvature of sand showed an increase followed by a decrease while increasing the relative breakage.en_US
dc.description.sponsorshipNational Natural Science Foundation of China (Grant No. 41807268), the “Belt & Road” International Cooperation Team for the “Light of West” Program of Chinese Academy of Sciences (Lijun Su), China, the Youth Innovation Promotion Association of Chinese Academy of Sciences, China (Grant No. 2018408); China Postdoctoral Science Foundation (Grant No. 2019T120864).en_US
dc.format.extent390 - 400-
dc.format.mediumPrint-Electronic-
dc.languageEnglish-
dc.language.isoen_USen_US
dc.publisherElsevieren_US
dc.rightsCopyright © 2021 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0/).-
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/-
dc.subjectgrain size distributionen_US
dc.subjectdrum testsen_US
dc.subjectgranular flowen_US
dc.subjectparticle breakageen_US
dc.titleParticle breakage of sand subjected to friction and collision in drum testsen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1016/j.jrmge.2020.08.004-
dc.relation.isPartOfJournal of Rock Mechanics and Geotechnical Engineering-
pubs.issue2-
pubs.publication-statusPublished-
pubs.volume13-
dc.identifier.eissn2589-0417-
dc.rights.holderInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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