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Hello,every one,I have another problem,here to ask for you help.I am doing a soil consolidation computation,there are 400 element in my model,and how should I deal with the press on the suiface of the soil. And one more question,after I have done the messing,how should I deal with the constrain,for ...

[quote="avytin"]Not a problem, just use the up elements (2D or 3D depending on your problem).[/quote]
Thank you very much.

Hi,everyone ,I am a new comer,hoping for your help.
Can the OPENSEES be used for the Dynamic Consolidation work for the foundation treatment?Thank you!