Browsing Norwegian Geotechnical Institute (NGI) Digital Archive by Author "Kåsin, Kristoffer"

Now showing items 1-8 of 8

    • 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 ...

    • Standardization of in situ tests and field work 

      Kåsin, Kristoffer; Kirkevolden, Ole Vidar; Instanes, Arne; Andersen, Espen; Sinitsyn, Anatoly; Bazin, Sara; Lysdahl, Asgeir Kydland; Gundersen, Aleksander Sæthereng (NGI-rapport;20190154-03-R, Report, 2019-12-04)
      The Norwegian Geo-Test Sites (NGTS) research infrastructure, with funding from The Research Council of Norway, creates a national research test site facility for geotech-nical research. The five national test sites are ...

    • Standardization of in situ tests and field work 

      Kåsin, Kristoffer; Kirkevolden, Ole Vidar; Instanes, Arne; Andersen, Espen; Sinitsyn, Anatoly; Bazin, Sara; Lysdahl, Asgeir Kydland; Gundersen, Aleksander S. (NGI-rapport;20160154-03-R, Report, 2019-12-04)
      This report presents a brief overview of standards for in situ tests and field work carried out within the NGTS project.