• Output Issue - Modelling Triaxial Test (using axisymmetric model) with Creep-SCLAY1S model

    Aflizal Arafianto
    Aflizal Arafianto
    Hi, I tried to simulate triaxial test in PLAXIS 2D using simple axisymmetric model with Creep-SCLAY1S model. Specifically, I tried to mirror the one test that provided in "PLAXIS The Creep-SCLAY1S model 2018.pdf". However, when I use different strain…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Negative Load Advancement

    Omar Mahdy
    Omar Mahdy
    Dear PLAXIS user, I'm trying to run a plastic calculation phase in PLAXIS 2D, but unfortunately I get a wrong load advancement (Sigma M_stage), it's negative! And the calculation fails with error ' Load advancement procedure fails. [Error code:…
    • Answered
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • COULD NOT SET HYDRAULIC GRADIENT RESULTS-PYTHON

    EMRE DUMLU
    EMRE DUMLU
    Hello; Actually, i have been wondering that;I ge the results for hgt like this : Hgt=g_o.getresults(g_o.Phases[-1], g_o.ResultTypes.Soil.HydraulicGradientTot, 'node') I could read the results on hgt but i could not set any result in the list like…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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