Blar i NGI articles på forfatter "Kåsin, Kristoffer"
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Effect of cone penetrometer type on CPTU results at a soft clay test site in Norway
Lunne, Tom; Strandvik, Stein Oddvar; Kåsin, Kristoffer; L'Heureux, Jean-Sébastien; Haugen, E.; Uruci, E.; Veldhuijzen, A.; Carlson, M.; Kassner, M. (Chapter, 2018)Seven different cone penetrometers from 5 manufacturers have been used in a comparative testing program at the Norwegian GeoTest site (NGTS) on soft clay in Onsøy, Norway. Tests with all cone types give very repeatable ... -
Evaluation of sample disturbance of three Norwegian clays
Paniagua, P; L'Heureux, Jean-Sébastien; Carroll, Roselyn; Kåsin, Kristoffer; Sjursen, Morten Andreas; Amundsen, Helene A. (Chapter, 2017) -
Glacio-marine clay resistivity as a proxy for remoulded shear strength: correlations and limitations
Long, Michael; Pfaffhuber, Andreas Aspmo; Bazin, Sara; Kåsin, Kristoffer; Gylland, Anders Samstad; Montaflia, Alberto (Journal article; Peer reviewed, 2017)In geotechnical engineering in Norway, Sweden and Canada the presence of sensitive and/or quick clays poses a major challenge. Formation of these clays involves the leaching of salt from the pore fluid. Thus it has been ... -
In situ detection of sensitive clays – Part I: Selected test methods
Sandven, Rolf Birger; Gylland, Anders Samstad; Kåsin, Kristoffer; Pfaffhuber, Andreas Aspmo; Long, M. (Chapter, 2016)Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterized by a remoulded undrained shear strength that is considerably lower than the undisturbed shear strength. In geotechnical ... -
In situ detection of sensitive clays – Part II: Results
Sandven, R.; Gylland, A.; Montafia, Alberto; Kåsin, Kristoffer; Pfaffhuber, Andreas Aspmo; Long, M. (Chapter, 2016)Sensitive and quick clays are typically found in Norway, Sweden and Canada, and are characterised by a remoulded undrained shear strength considerably lower than the undisturbed shear strength. In geotechnical engineering, ... -
Installation of fully grouted piezometers
Kåsin, Kristoffer; Augland, Amund (Chapter, 2016)In the planning and design phase of the E16 Sandvika – Wøyen road project in Bærum Municipality in Norway, NGI installed a large number of piezometers using the "Fully grouted" installation method. Because of layered soil ...