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
SANISAND pile-soil-interaction ABAQUS 10.9.2020
Abaqus user defined field 27.8.2020
Hardening parameters (yield stress & absolute plastic strain) 24.8.2020
Errors of sand hypoplastic model with Abaqus Vumat 17.8.2020
Barodesy download package including small strain stiffness and strength reduction (UMAT and PLAXIS dll) 15.8.2020
Question on the Matlab driver-hypoplastic models 8.8.2020
Hypoplastic Interface Model: Does anybody implemented this model in FLAC3D 31.7.2020
Question on implementation of sand hypoplastic model with Abaqus umat 28.7.2020
General questions on implementation of sand hypoplasticity model with Abaqus umat 23.7.2020
SANISAND 2008 model 23.7.2020
Question on the Matlab driver – model hypo Sand 20.7.2020
Animating Soil Models – eLearning Project 17.7.2020
©2020 SoilModels
Dear Hashmi, great, I am happy to see your issue was resolved. Regards David