Dear all,
Do you have any idea about the weird deformed elements I am getting for for soil? It is a piled-raft foundation. I have interaction between soil and pile and tie constraint between raft and soil. I have used reduced integration method. Any help is very much appreciated.
Thanks.
Shweta Shrestha
Thank you Martin Baeker and Zhaochun Yang for your comments. I will explore about hour glass.
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