• does shear strength return to zero, when setting tensile strength zero cut-off?

    Yi Xie
    Yi Xie
    We are running a shallow foundation with a highly eccentric V-H loading. There will be a separation between foundation and soil near the edge of foundation. In order to simulate the separation of soil and foundation, we have used tension zero cut-off…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Tension cut-off in interfaces for User Defined Soil Models

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 July 2013 Date modified 23 July 2013 When defining a User Defined Soil Model in the material database, all the parameters describing the…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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