Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/52148
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dc.contributor.authorLiu, C.en
dc.contributor.authorJaksa, M.en
dc.contributor.authorMeyers, A.en
dc.date.issued2009en
dc.identifier.citationCanadian Geotechnical Journal, 2009; 46(1):1-9en
dc.identifier.issn0008-3674en
dc.identifier.issn1208-6010en
dc.identifier.urihttp://hdl.handle.net/2440/52148-
dc.description.statementofresponsibilityC.H. Liu, M.B. Jaksa, and A.G. Meyersen
dc.language.isoenen
dc.publisherNatl Research Council Canadaen
dc.subjectrock slopes; discontinuity; block toppling; stability analysis; transfer coefficient method.en
dc.titleA transfer coefficient method for rock slope topplingen
dc.typeJournal articleen
dc.identifier.rmid0020090092en
dc.identifier.doi10.1139/T08-094en
dc.identifier.pubid39375-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidJaksa, M. [0000-0003-3756-2915]en
Appears in Collections:Civil and Environmental Engineering publications

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