• plate properties (PLAXIS 2d vs PLAXIS 3D)

    Faisal Ahmed
    Faisal Ahmed
    Hello, I have a question about the plate properties in PLAXIS. In 2D, there is a specific input as "unit weight (w)" and in 3D, there is another specific unit weight as " unit weight (gamma)". I know how to get the unit weight for PLAXIS 3D but for…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Error code:111 in modelling of a NATM Tunnel in PLAXIS 3D

    Valentin Schäl
    Valentin Schäl
    Dear Soilvision Forum, I'm currently working on my diploma thesis and I'm modelling compensation grouting above a NATM tunnel. The tunnel is only a part of the thesis to cause settlements for the compensation grouting. After a preheaving phase the…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Plaxis 3D Save failure?

    James Lee
    James Lee
    Hi guys, Getting a failure when trying to save *any* of my projects, even when opening and immediately trying to save over old, completed projects. I've tried moving the project file and folder to new, "shorter" locations, removing the data.convd…
    • Answered
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How to receive Technical Support

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application All supported Bentley applications Version All supported Bentley versions Date created 12 November 2021 Date modified 4 May 2023 When using any Bentley software, our support teams are ready to assist you…
    • 1 month ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Different output results

    sali yadavar
    sali yadavar
    I have a problem with "Plaxis 3D output V20" Line Cross Section results as you can see in the picture attached, the Maximum effective stress differs from either table or graph, and there is a huge gap between them. I'm so confused right now and I…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Project fails at an early phase after modification

    Haya Alroumi
    Haya Alroumi
    Hello, I am having issues with my PLAXIS 3D project of a bridge, the original file runs with no issues. However, I have modified the height of the bearing by increasing the bearing height (pink volume) and reducing the height of the pier, without adjusting…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Hardening Soil model equation for elastic axial strain

    Nikolaj Allkemper
    Nikolaj Allkemper
    Hello, while writing my master thesis I was wondering about the equation [145] of the Material Models Manual of PLAXIS, which says that the sum of the axial strain follows by the negative elastic axial strain minus the plastic axial strain given in…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Cross section curves axis scaling

    Jeremy Kuelling
    Jeremy Kuelling
    Hello everyone In the Cross Section Curve there is an option in the settings to change the axis scaling manually. When I change the scaling to a lower number as the automatically filled in number, the change works well. But I want to change the scaling…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Catch Points to draw line

    Jeremy Kuelling
    Jeremy Kuelling
    How can I draw a line between two points in the already existing model in Plaxis 3D without having to enter the coordinates of the end-points? Is there a possibility to "catch" the already existing points to draw the line or implenent a pointload a lot…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How can I model a hinge between two beams?

    Jeremy Kuelling
    Jeremy Kuelling
    I want to model hinges at the end of a beam which is connected to several other beams. How can I do that in Plaxis 3D? Thanks for your help!
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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