Blar i Norwegian Geotechnical Institute (NGI) Digital Archive på tidsskrift "Tunnelling and Underground Space Technology"
Viser treff 1-7 av 7
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Analysis of water ingress, grouting effort, and pore pressure reduction caused by hard rock tunnels in the Oslo region
(Peer reviewed; Journal article, 2022) -
Assessment of building damage due to excavation-induced displacements: The GIBV method
(Peer reviewed; Journal article, 2020)This paper presents an original methodology for the rapid assessment of “potential” building damage caused by an excavation. The combination of the Ground-work Impact (GI), in terms of induced greenfield displacements, and ... -
Building information modelling based ground modelling for tunnel projects – Tunnel Angath/Austria
(Peer reviewed; Journal article, 2023) -
Cements for tunnel grouting – Rheology and flow properties tested at different temperatures
(Peer reviewed; Journal article, 2019)This paper presents work being carried out in Work Package 3 of TIGHT (True Improvement in Grouting High pressure Technology for tunnelling) project. The objective is to investigate flow and mechanical properties of three ... -
Early-stage assessment of structural damage caused by braced excavations: Uncertainty quantification and a probabilistic analysis approach
(Peer reviewed; Journal article, 2022) -
Main aspects of deformation and rock support in Norwegian road tunnels
(Journal article; Peer reviewed, 2019)The general geology of Norway makes most of its tunnels to be constructed mainly in strong rock intersected by weakness zones of different sizes and characteristics. The Norwegian support tradition is, to the largest degree ... -
Strength and filtration stability of cement grouts at room and true tunnelling temperatures
(Journal article; Peer reviewed, 2017)The overall objective of this work, carried out under the research project “True Improvement in Grouting High pressure Technology for tunnelling (TIGHT)” is to understand the behavior of cement grouts under true tunnelling ...