• Dynamic analysis-tunnel lining

    Sanaz Karimi
    Sanaz Karimi
    Hello, I am running a dynamic analysis model in Plaxis to find a vertical displacement of the pipeline in liquefiable soil, but it takes one day and is still running in 11.21 seconds. Is it normal for this kind of analysis in Plaxis? If so, anyone could…
    • 23 days ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Time-displacement curves using python

    Edwar Mario Quispe Sicha
    Edwar Mario Quispe Sicha
    Good morning. How could I extract the time-displacement curves in plaxis, using python, for the case of dynamic analysis. Has anyone tried this before? I have not found information in the script manual about data extraction in the case of dynamic analysis…
    • 2 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Thermal cyclic loads

    Gabriel Paul
    Gabriel Paul
    Am trying to model the effect of thermal loading on the backfill behind integral abutment by using Plaxis 2D. I modelled the concrete bridge deck as Linear Plate element and provide a prescribed displacement near the top of the abutment. The applied displacement…
    • 5 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • dynamic analysis of an earth dam

    Xaviera Valenzuela
    Xaviera Valenzuela
    Hi, im doing a dynamic analysis of an earth dam and I am a little confused of the boundary conditions I need to use because as you can see in the figure my model is moving like a rigid solid. I create a Line Displacement in the bottom with my Displacement…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Earthquake analysis (Interface)

    Faisal Ahmed
    Faisal Ahmed
    Hello Everyone, I know in PLAXIS , when we do an earthquake analysis we define interface boundaries along the side and bottom boundaries . IF I do the same in PLAXIS #D, should I do the same, Please advise. Thanks , Faisal
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Hammer load on a pile

    Antonio Soldo
    Antonio Soldo
    How can I set up a cyclic impact of a hammer while pile loading (preferably in 2D)? I would like to see the displacement in the surrounding soil while the pile was hit 100 times (for example). Thank you
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Difference between HS and HSsmall

    Faisal Ahmed
    Faisal Ahmed
    Hello All, I have a question about the hardening soil model. In PLAXIS we have HS and HSsmall for modeling soil behavior. In HSsmall, there is a parameter gamaa_07 to incorporate dynamic behavior which is not included in HS. Also, in the materials…
    • Answered
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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