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  1. visualdzivdzan

    Geostatic equilibrium

    Hi I am doing some soil-pipe interaction analysis, using geostatic initial conditions. The only action within Geostatic step is self weight of the ground. But my model doesnt equilibrate displacements at the end of geostatic step. Does anyone have an idea why is that? All the stresses seem to be...
  2. visualdzivdzan

    initial stress python script

    hi! does anyone know how to code *initial conditions, type stress, geostatic in python? thanks natasa

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