Hi all,
I wanted to share these results to show that the use of the hypo clay model does in fact give more realistic undrained stress paths for clays on the wet side of critical, when the intergranular strain concept is incorperated.
Cheers,
Hashmi
Undrained Tests with Clay Hypoplasticity Intergranular
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Dear Hashmi, great, I am happy to see your issue was resolved. Regards David
Hello, did you do it with ABAQUS ?