press of consolidation

[wanghongxinglih]

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 example ,the"equal",should be applied to which kind of nodes.
Thank you very much!

[DwefeMet1964]

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