Browsing Norwegian Geotechnical Institute (NGI) Digital Archive by Author "Sandene, Thomas"
Now showing items 1-6 of 6
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Calculation of soil volume loss caused by drilling of anchors
Sandene, Thomas; Lande, Einar John; Nøst, Hilde Aas (Lecture, 2023)Accurate prediction of ground settlements related to deep supported excavations or foundation works are key in risk assessments of vulnerability of neighboring assets. Several studies show that rotary percussive duplex ... -
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 ... -
Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects
Sandene, Thomas; Langford, Jenny; Kahlström, Mats Johan; Long, Michael; Ritter, Stefan (Peer reviewed; Journal article, 2024) -
Influence of temperature on strut loads in braced excavations
Mortensen, Per-Anders; Sandene, Thomas (Chapter, 2024) -
Large scale driving of concrete piles in stiff to very stiff clay
Sandene, Thomas; Nerland, Ørjan (Chapter, 2016)BAMA Gruppen AS have constructed a new 44 000 m2 warehouse, office and distribution centre in Groruddalen in northern parts of Oslo, Norway. Norwegian Geotechnical Institute (NGI) were employed as geotechnical consultants, ... -
Reduksjon av skader fra boring av peler og ankere – Anbefalinger fra BegrensSkade II
Lande, Einar John; Sandene, Thomas; Langford, Jenny; Ritter, Stefan (Lecture, 2022)