• Anisotrophy in HS Undrained A

    Jonas Lindgård
    Jonas Lindgård
    Hello, I have been wondering a little on the modelling of undrained behavoir in clays using the Hardening Soil Undrained A model, especially with regards to the prevalence of anisotrophy of clays in undrained loading. In order to model this behavoir…
    • 9 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • the installationeffect of stone columns

    selma bahi
    selma bahi
    Dear researchers, I wanna to ask you about the instalation effect of stone columns, how can add it in Plaxis 3D, I'm waiting for an answer please. Best regards.
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Error 111

    Sean Osborne
    Sean Osborne
    Hello, I am attempting to model a plate subject to an upward imposed displacement in a soil mass with two soil layers (see figure below). I activated the plate, the displacement and both soil polygons and then started the calculation. This resulted…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Sekiguchi-Ohta viscid _Input parameter

    Ahmad Jazzar
    Ahmad Jazzar
    Hi there, I have a question on how to determine the coefficient of secondary compression and the intital volumetric strain rate as part of the input parameters of the Sekiguchi-Ohta viscid model. The Material Models Manual suggests using a secondary…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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