• Importing Models in Plaxis3D

    Zakaria ZIRI
    Zakaria ZIRI
    Hello everyone, Hope you're doing well. Lately I'm trying to build my models easily in other softwares like Rhino 7 or Revit 21. Sometimes I encounter some errors that I understand why it causes some problems while Plaxis3D is trying to mesh. But…
    • 10 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • To those who have used UDSM - Swell Model before, How do you determine the A0, Apl & Ael Parameters?? And also, how do you obtain/calculate parameters PARALLEL TO BENDING & NORMAL TO BENDING PLANE? In this case,  Et, Ep, vpt , vtt .... Any referen

    JACKSON KIOKO
    JACKSON KIOKO
    ..
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Lines overlap

    Faisal Ahmed
    Faisal Ahmed
    Hello, I am designing a cantilever soldier pile as shown in the image. The soldier pile has an embedded length of "D" in concrete and an exposed length of "H-D". The soldier pile has a given section of W 18x32. I know Plaxis does not has a provision…
    • Answered
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • New to Plaxis - Slope Stability 3D model issues (Water level) . Any help would be Appreciated

    Benjamin Kemp
    Benjamin Kemp
    I am trying to create a simple slope stability model within Plaxis 3D and I am having issues with setting up the water level as well as setting up a Gravity loading calculation. Any help would be appreciated. When I set the water level I would expect…
    • Answered
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Plaxis 3D converting Files from V21 to V22

    Nadeem Khan
    Nadeem Khan
    Dear Sirs, Whist opening a file that was computed using V21 with V22, it appears that all of the results and mesh were lost during converting of files. Historically, Plaxis versions were forward compliant, however, this does not seems to be the case…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How can I avoid displacements in the corners of my model, to observe the displacements in the area of my structure.

    Juan
    Juan
    I reduced the model to remove that area but displacements continue to appear at the edges that avoid evaluating the structure.
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Wetmuck project in an underground mine

    Rizal Mutowaf Alfatah
    Rizal Mutowaf Alfatah
    hello, good day. I have a wetmuck project in an underground mine. I want to analyze, model, and simulate underground mining works. such as blasting with real contours and the correct data is there to overcome the wetmuck which is very dangerous for…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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