• 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 ...
    • Quick-clay landslide mitigation using potassium-chloride wells: Installation procedures and effects 

      Helle, Tonje Eide; Kvennås, Marianne; Kirkevollen, O. V.; Hamel, B.; Bache, Bjørn Kristian Fiskvik; Strand, S. A.; Svanø, G.; Gylland, A.; Haugen, E.; Wiig, T.; Horn, A. (Peer reviewed; Journal article, 2021)
      Mitigation actions related to quick-clay slopes often induce undesirable changes to the terrain that may have negative impact on developed areas and local biodiversity. Soil improvement may prevent this. Lime-cement piling ...