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dc.contributor.authorManquehual Mery, Cristobal Javier
dc.contributor.authorJakobsen, Pål Drevland
dc.contributor.authorHolter, Karl Gunnar
dc.contributor.authorDe Weerdt, Klaartje
dc.contributor.authorDanner, Tobias Alexander
dc.contributor.authorBruland, Amund
dc.date.accessioned2022-09-30T12:05:24Z
dc.date.available2022-09-30T12:05:24Z
dc.date.created2022-03-10T09:23:46Z
dc.date.issued2022
dc.identifier.issn0950-0618
dc.identifier.urihttps://hdl.handle.net/11250/3022912
dc.description.abstractThe in-service condition of steel fiber-reinforced shotcrete installed more than 20 years ago as single-shell rock support lining in the Nordkapp subsea road tunnel was investigated. The novelty of this study is the comparison of shotcrete with water–glass and alkali-free activators in a saline groundwater environment. The lowest shotcrete density was obtained at joints between two adjacent shotcrete layers. In the case of alkali-free accelerator, ettringite enrichment was observed in these joints. Leaching appeared to be the main degradation mechanism in the outermost 10–15 cm towards the traffic room.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleComparison of the condition of steel fiber-reinforced shotcrete with water-glass and alkali-free activators after more than 20 years of service in a subsea road tunnelen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.journalConstruction and Building Materialsen_US
dc.identifier.doi10.1016/j.conbuildmat.2022.127090
dc.identifier.cristin2008696
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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