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Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/107216
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dc.contributor.authorHe, X.-
dc.contributor.authorXu, C.-
dc.contributor.authorPeng, K.-
dc.contributor.authorHuang, G.-
dc.date.issued2017-
dc.identifier.citationTunnelling and Underground Space Technology, 2017; 63:95-105-
dc.identifier.issn0886-7798-
dc.identifier.urihttp://hdl.handle.net/2440/107216-
dc.description.abstractAbstract not available-
dc.description.statementofresponsibilityXianqun He, Chaoshui Xu, Kang Peng, Gun Huang-
dc.language.isoen-
dc.publisherElsevier-
dc.rights© 2017 Elsevier Ltd. All rights reserved.-
dc.source.urihttp://dx.doi.org/10.1016/j.tust.2016.12.012-
dc.subjectRock cutting; ductile-brittle transition; critical failure mode transition depth; size effect law; specific energy-
dc.titleOn the critical failure mode transition depth for rock cutting with different back rake angles-
dc.typeJournal article-
dc.identifier.doi10.1016/j.tust.2016.12.012-
pubs.publication-statusPublished-
dc.identifier.orcidXu, C. [0000-0001-6662-3823]-
Appears in Collections:Aurora harvest 3
Civil and Environmental Engineering publications

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