Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/18222
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dc.contributor.authorWei, H-
dc.contributor.authorZhao, T-
dc.contributor.authorHe, J-
dc.contributor.authorMeng, Q-
dc.contributor.authorWang, X-
dc.date.accessioned2019-05-28T11:10:07Z-
dc.date.available2018-02-01-
dc.date.available2019-05-28T11:10:07Z-
dc.date.issued2018-02-01-
dc.identifier.citationInternational Journal of Geomechanics, 2018, 18 (2)en_US
dc.identifier.issn1532-3641-
dc.identifier.issnhttp://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0001073-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/18222-
dc.description.sponsorshipNational Natural Science Foundation of China; Key Laboratory of Geotechnical and Underground Engineering (Tongji University); Ministry of Education; The Strategic Priority Research Program of the Chinese Academy of Sciences; Youth Innovation Promotion Association of CASen_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.subjectRing shear testen_US
dc.subjectCalcareous sandsen_US
dc.subjectShear banden_US
dc.subjectParticle breakageen_US
dc.subjectSEMen_US
dc.titleEvolution of particle breakage for calcareous sands during ring shear testsen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0001073-
dc.relation.isPartOfInternational Journal of Geomechanics-
pubs.issue2-
pubs.publication-statusPublished-
pubs.volume18-
Appears in Collections:Civil Engineering

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