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dc.contributor.authorSeo, Yongbeom
dc.contributor.authorMacias, Javier
dc.contributor.authorJakobsen, Pål Drevland
dc.contributor.authorBruland, Amund
dc.date.accessioned2019-07-09T05:25:32Z
dc.date.available2019-07-09T05:25:32Z
dc.date.created2018-01-25T14:03:40Z
dc.date.issued2018
dc.identifier.issn0723-2632
dc.identifier.urihttp://hdl.handle.net/11250/2603774
dc.description.abstractThe net penetration rate of hard rock tunnel boring machines (TBM) is influenced by rock mass degree of fracturing. This influence is taken into account in the NTNU prediction model by the rock mass fracturing factor (ks). ks is evaluated by geological mapping, the measurement of the orientation of fractures and the spacing of fractures and fracture type. Geological mapping is a subjective procedure. Mapping results can therefore contain considerable uncertainty. The mapping data of a tunnel mapped by three researchers were compared, and the influence of the variation in geological mapping was estimated to assess the influence of subjectivity in geological mapping. This study compares predicted net penetration rates and actual net penetration rates for TBM tunneling (from field data) and suggests mapping methods that can reduce the error related to subjectivity. The main findings of this paper are as follows: (1) variation of mapping data between individuals; (2) effect of observed variation on uncertainty in predicted net penetration rates; (3) influence of mapping methods on the difference between predicted and actual net penetration rate.nb_NO
dc.language.isoengnb_NO
dc.publisherSpringer Verlagnb_NO
dc.titleInfluence of subjectivity in geological mapping on the net penetration rate prediction for a hard rock TBMnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.journalRock Mechanics and Rock Engineeringnb_NO
dc.identifier.doi10.1007/s00603-018-1408-2
dc.identifier.cristin1551877
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2018 by Springernb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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