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
HP clay subroutine in Plaxis 30.10.2020
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Interpreting results of sand hypoplastic model with Abaqus VUMAT 22.10.2020
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Question on the Matlab driver-hypoplastic models 28.9.2020
a question on the clay hypoplasticity model with Abaqus umat 26.9.2020
UMAT Code for Modified Cam Clay model 22.9.2020
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Dear Hashmi, great, I am happy to see your issue was resolved. Regards David