1 Comment
  1. Micha Van der Sloot
    Micha Van der Sloot 4 months ago

    Hi
    Did you follow the instructions (and the code example) from here:
    https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45468/plaxis-user-defined-soil-models

    First step is always using the elastic stiffness matrix from IDTask3 followed by constructive stresses in IDTask2 using the strain increments.

    If you have more detailed questions, please ask them here: https://apps.bentley.com/srmanager/ProductSupport

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