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Article: New Criterion for Evaluating the Peak Shear Strength of Rock Joints Under Different Contact States

TitleNew Criterion for Evaluating the Peak Shear Strength of Rock Joints Under Different Contact States
Authors
KeywordsContact state
Joint contact state coefficient (JCC)
Normalized dislocation
Peak shear strength criterion
Quantified three-dimensional roughness metric
Rock joint
Issue Date2016
Citation
Rock Mechanics and Rock Engineering, 2016, v. 49, p. 1191-1199 How to Cite?
Persistent Identifierhttp://hdl.handle.net/10722/227234
ISSN
2023 Impact Factor: 5.5
2023 SCImago Journal Rankings: 1.902
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorTang, ZC-
dc.contributor.authorWong, NY-
dc.date.accessioned2016-07-18T09:09:14Z-
dc.date.available2016-07-18T09:09:14Z-
dc.date.issued2016-
dc.identifier.citationRock Mechanics and Rock Engineering, 2016, v. 49, p. 1191-1199-
dc.identifier.issn0723-2632-
dc.identifier.urihttp://hdl.handle.net/10722/227234-
dc.languageeng-
dc.relation.ispartofRock Mechanics and Rock Engineering-
dc.subjectContact state-
dc.subjectJoint contact state coefficient (JCC)-
dc.subjectNormalized dislocation-
dc.subjectPeak shear strength criterion-
dc.subjectQuantified three-dimensional roughness metric-
dc.subjectRock joint-
dc.titleNew Criterion for Evaluating the Peak Shear Strength of Rock Joints Under Different Contact States-
dc.typeArticle-
dc.identifier.emailWong, NY: lnywong@hku.hk-
dc.identifier.authorityWong, NY=rp02069-
dc.identifier.doi10.1007/s00603-015-0811-1-
dc.identifier.scopuseid_2-s2.0-84939235110-
dc.identifier.hkuros259186-
dc.identifier.volume49-
dc.identifier.spage1191-
dc.identifier.epage1199-
dc.identifier.eissn1434-453X-
dc.identifier.isiWOS:000373158200005-
dc.identifier.issnl0723-2632-

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