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dc.contributor.authorManquehual, Cristobal Javier
dc.contributor.authorJakobsen, Pål Drevland
dc.contributor.authorHolter, Karl Gunnar
dc.contributor.authorDe Weerdt, Klaartje
dc.contributor.authorBruland, Amund
dc.date.accessioned2022-12-01T09:02:52Z
dc.date.available2022-12-01T09:02:52Z
dc.date.created2022-11-08T10:58:04Z
dc.date.issued2022
dc.identifier.citationCement and Concrete Research. 2023, 163 .en_US
dc.identifier.issn0008-8846
dc.identifier.urihttps://hdl.handle.net/11250/3035217
dc.description.abstractThe field and laboratory investigations performed in the Frøya subsea road tunnel, constructed between 1998 and 2000, focus on the degree of leaching undergone by steel fiber-reinforced shotcrete in fresh and saline groundwater. Shotcrete samples were extracted by core drilling at two locations: in the middle of the tunnel approximately 150 m below sea level, and near one of the portals. Leaching is only evident in the first location identified by portlandite reduction, potassium reduction, shotcrete density reduction, and suction porosity increase towards the traffic room. The leached depth is approximately 9 cm.en_US
dc.language.isoengen_US
dc.publisherElsevier Scienceen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleInvestigation of leaching in steel fiber-reinforced shotcrete exposed to fresh and saline groundwater in a subsea road tunnelen_US
dc.title.alternativeInvestigation of leaching in steel fiber-reinforced shotcrete exposed to fresh and saline groundwater in a subsea road tunnelen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber21en_US
dc.source.volume163en_US
dc.source.journalCement and Concrete Researchen_US
dc.identifier.doihttps://doi.org/10.1016/j.cemconres.2022.107011
dc.identifier.cristin2070458
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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