Blar i Norwegian Geotechnical Institute (NGI) Digital Archive på forfatter "Skretting, Erlend"
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Control of grouting in the bedrock and soil in vicinity of tunnels and construction pits, Case study: E18, Oslo, Norway
Feizi, Siamak; Skretting, Erlend; Sandene, Thomas; Langford, Jenny; Monsås, Egil Johannes; Josefsen, Jon-Michael; Karenstuen, F.; Kristiansen, H.P. (Chapter, 2024)Construction 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 ... -
Design of Rock Support in Hard and Layered Rock Masses Using a Hybrid Method: A Study Based on the Construction of the New Skarvberg Tunnel, Norway
Terron Almenara, Jorge Manuel; Skretting, Erlend; Holter, Karl Gunnar; Høien, Are Håvard (Peer reviewed; Journal article, 2024) -
Design of Rock Support in Low Overburden and Hard Rock Conditions with the use of Rock Mass Classification Systems and Numerical Analyses: a Study Based on the Construction of the Hestnes Railway Tunnel, Norway
Terron Almenara, Jorge Manuel; Skretting, Erlend; Holter, Karl Gunnar (Peer reviewed; Journal article, 2024)