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Failure criterion of an asphalt mixture under three-dimensional stress state

dc.contributor.authorHuang, Ten_US
dc.contributor.authorZheng, JLen_US
dc.contributor.authorLv, STen_US
dc.contributor.authorZhang, JHen_US
dc.contributor.authorWen, PHen_US
dc.contributor.authorBailey, CGen_US
dc.date.accessioned2018-05-11T13:24:03Z
dc.date.available2018-02-01en_US
dc.date.issued2018-05-10en_US
dc.date.submitted2018-05-04T15:11:36.807Z
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://qmro.qmul.ac.uk/xmlui/handle/123456789/37703
dc.format.extent708 - 715en_US
dc.relation.ispartofCONSTRUCTION AND BUILDING MATERIALSen_US
dc.rightshttps://doi.org/10.1016/j.conbuildmat.2018.03.081
dc.subjectAsphalt mixtureen_US
dc.subjectTriaxial testen_US
dc.subjectThree-dimensional stress stateen_US
dc.subjectFailure criterionen_US
dc.subjectSimplified strength modelen_US
dc.titleFailure criterion of an asphalt mixture under three-dimensional stress stateen_US
dc.typeArticle
dc.rights.holder© 2018 Elsevier Ltd.
dc.identifier.doi10.1016/j.conbuildmat.2018.03.081en_US
pubs.author-urlhttp://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000431158200065&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=612ae0d773dcbdba3046f6df545e9f6aen_US
pubs.notesNo embargoen_US
pubs.publication-statusPublisheden_US
pubs.volume170en_US


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