Blar i Norwegian Geotechnical Institute (NGI) Digital Archive på tidsskrift "Journal of Geotechnical and Geoenvironmental Engineering"

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    • Building Deformation Caused by Tunneling: Centrifuge Modeling 

      Ritter, Stefan; Giardina, Giorgia; Franza, Andrea; DeJong, Matthew J. (Peer reviewed; Journal article, 2020)
      This paper investigates the deformation of buildings due to tunneling-induced soil displacements. Centrifuge model tests of three-dimensionally (3D) printed building models subject to a plane-strain tunnel excavation in ...

    • Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach 

      Jostad, Hans Petter; Liu, Haoyuan; Sivasithamparam, Nallathamby; Ragni, Raffaele (Journal article; Peer reviewed, 2022)
      Cyclic loading of saturated sand under partially drained conditions may lead to accumulated strains, pore pressure buildup, and consequently reduced effective stress, stiffness, and shear strength. This will affect the ...

    • Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests 

      Lande, Einar John; Karlsrud, Kjell; Langford, Jenny; Nordal, Steinar (Peer reviewed; Journal article, 2020)
      A full-scale field test program was carried out to investigate the effects of drilling for tieback anchors on the surrounding ground. The test anchors were drilled from the ground surface through a soft clay deposit and ...

    • Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt 

      Blaker, Øyvind; DeGroot, Don J. (Peer reviewed; Journal article, 2020)
      This paper presents a laboratory investigation of undrained triaxial shear behavior of a natural low-plasticity silt from Halden, Norway in the intact, disturbed, and reconstituted states. Sherbrooke block sample and ...

    • Penetration Model for Installation of Skirted Foundations in Layered Soils 

      Klinkvort, Rasmus Tofte; Sturm, Hendrik; Andersen, Knut H (Peer reviewed; Journal article, 2019)
      During installation of a skirted foundation, resistance to penetration is a combination of side and tip resistances. When penetrating a permeable soil unit, tip resistance in particular can be high but if seepage water ...