press of consolidation

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wanghongxinglih
Posts: 3
Joined: Sat Sep 26, 2009 9:19 pm
Location: China

press of consolidation

Post by wanghongxinglih » Mon Nov 09, 2009 4:09 am

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!
God Bless you all!

DwefeMet1964
Posts: 1
Joined: Sat Jun 19, 2010 3:14 am
Location: USA
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press of consolidation

Post by DwefeMet1964 » Tue Jun 29, 2010 11:56 am


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