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dc.contributor.authorFeizi, Siamak
dc.contributor.authorSkretting, Erlend
dc.contributor.authorSandene, Thomas
dc.contributor.authorLangford, Jenny
dc.contributor.authorMonsås, Egil Johannes
dc.contributor.authorJosefsen, Jon-Michael
dc.contributor.authorKarenstuen, F.
dc.contributor.authorKristiansen, H.P.
dc.date.accessioned2025-02-03T21:47:04Z
dc.date.available2025-02-03T21:47:04Z
dc.date.created2025-01-24T13:24:20Z
dc.date.issued2024
dc.identifier.isbn9781003413790
dc.identifier.urihttps://hdl.handle.net/11250/3176121
dc.description.abstractConstruction of open excavation pits and tunnels below groundwater level in urban areas are continuous geotechnical challenges. Reducing the water ingress to excavations is vital, to limit drawdown of the groundwater head at bedrock level and consequent consoli-dation settlements in soft clays deposits, which potentially can cause damage to nearby build-ings and infrastructure. In connection with the development of the E18 highway near the city of Oslo in Norway, a hydrogeological barrier consisting of sheet pile walls, rock mass pre- grouting and jet column grouting have been designed and executed for a deep excavation in soil and rock. This paper presents the design of the barrier and control of pre-grouting execu-tion which was required to optimize the barrier construction with respect to local ground conditions.
dc.description.abstractControl of grouting in the bedrock and soil in vicinity of tunnels and construction pits, Case study: E18, Oslo, Norway
dc.language.isoeng
dc.relation.ispartofGeotechnical Aspects of Underground Construction in Soft Ground
dc.titleControl of grouting in the bedrock and soil in vicinity of tunnels and construction pits, Case study: E18, Oslo, Norway
dc.title.alternativeControl of grouting in the bedrock and soil in vicinity of tunnels and construction pits, Case study: E18, Oslo, Norway
dc.typeChapter
dc.description.versionpublishedVersion
dc.source.pagenumber364-370
dc.identifier.cristin2348266
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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