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RMR vs Q vs RMi

dc.contributor.authorNilsen, Bjørn
dc.contributor.authorShrestha, Gyanendra Lal
dc.contributor.authorPanthi, Krishna Kanta
dc.contributor.authorHolmøy, Kristin H.
dc.contributor.authorOlsen, Vegard
dc.date.accessioned2018-02-01T14:20:16Z
dc.date.available2018-02-01T14:20:16Z
dc.date.created2012-11-28T16:05:44Z
dc.date.issued2003
dc.identifier.citationTunnels and Tunnelling. 2003, 35 (5), 45-48.nb_NO
dc.identifier.issn0041-414X
dc.identifier.urihttp://hdl.handle.net/11250/2481284
dc.language.isoengnb_NO
dc.publisherTunnels and Tunnelling Internationalnb_NO
dc.titleRMR vs Q vs RMinb_NO
dc.typeJournal articlenb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber45-48nb_NO
dc.source.volume35nb_NO
dc.source.journalTunnels and Tunnellingnb_NO
dc.source.issue5nb_NO
dc.identifier.cristin965975
dc.description.localcodeThis chapter will not be available due to copyright restrictions (c) 2003 by Tunnels and Tunnelling Internationalnb_NO
cristin.unitcode194,64,10,0
cristin.unitnameInstitutt for geologi og bergteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode0


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