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  1. jeromestmichel

    Problem with ABAQUS Clay Plasticity and field variable.

    Hi everyone, I am trying to model the consolidation settlements resulting from an embankment construction in ABAQUS CAE. That is a 3d model which include two (2) main soil layers. A 20 meters of soft clay lying on dense gravel. I am trying to refine the model by dividing the soft clay deposit...

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