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Fabric evolution in a numerical direct shear test
Yan W.M.
2009
Source PublicationComputers and Geotechnics
ISSN0266352X
Volume36Issue:4Pages:597
Abstract

This paper presents a three-dimensional discrete element study on the mechanical behaviour and fabric changes of elongated particle assemblages in a direct shear test. Assemblages with elongated particles are prepared under different preparation methods: random placing and deposition. Particles are generated inside a direct shear box with arbitrary orientations in the random placing method. In the deposition approach, two directions of deposition are used: perpendicular and parallel to the shear direction. Assemblages formed by different methods give significantly different initial particle orientations. Different dilatancy responses and shear strengths are resulted upon shearing. Change in fabric along the shear plane is noticeable and the magnitude of such rotation depends highly on the initial particle orientation. © 2008 Elsevier Ltd. All rights reserved.

KeywordAnisotropy Fabric Granular Materials Shear Strength
DOI10.1016/j.compgeo.2008.09.007
URLView the original
Language英語English
WOS IDWOS:000264959700008
The Source to ArticleScopus
Scopus ID2-s2.0-61449130470
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Citation statistics
Document TypeJournal article
CollectionUniversity of Macau
Recommended Citation
GB/T 7714
Yan W.M.. Fabric evolution in a numerical direct shear test[J]. Computers and Geotechnics, 2009, 36(4), 597.
APA Yan W.M..(2009). Fabric evolution in a numerical direct shear test. Computers and Geotechnics, 36(4), 597.
MLA Yan W.M.."Fabric evolution in a numerical direct shear test".Computers and Geotechnics 36.4(2009):597.
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