• Displacements for factor of safety.

    Bernardo Silva
    Bernardo Silva
    I need to verify the displacements for the factor of safety obtained in safety analysis (defined when ΣMsf is more or less constant, as showed in the plaxis tutorial manual). However, the manual makes it clear that the maximum displacements obtained are…
    • Answered
    • 27 days ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • SRF drops after peak and then raises again until stability

    Bernardo Silva
    Bernardo Silva
    When performing safety analysis on Plaxis the following behavior is happening: The SRF reaches a peak and then drop. After that, there is a continuous raising until the line stabilize. This indicates an error in the model or is a possible outcome…
    • Answered
    • 1 month ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Critical slip surface in PLAXIS

    Mariele Rodrigues
    Mariele Rodrigues
    Hello, How can I find my critical slip surface in PLAXIS by SSR (shear strength reduction)? Regards, Mariele
    • Answered
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • c/Phi reduction or Safety calculation with structural elements

    Bulent Hatipoglu
    Bulent Hatipoglu
    I guess this may have been asked before but i could not find a satisfactory answer. Here we go. I understand that pile (embedded beam row) can be molded as both elastic and elasto-plastic material with limit N and M. When modeled as elastic material…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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