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
3D analysis with Basic Hypo-Plastic Model 11.12.2019
Modified Cam clay model now supported in automatic calibration software ExCalibre 29.11.2019
Shear Stiffness Calculation for Hypoplastic Model 21.11.2019
DIANA with monopile follows Blum theory saving 10 m of length 18.11.2019
Hypoplastic UMAT error ABAQUS 11.11.2019
©2019 SoilModels
Dear Hashmi, great, I am happy to see your issue was resolved. Regards David