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
Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias 25.5.2023
Problem in using Hypoplastic model for sand in Abaqus. 17.5.2023
An error in the SANISAND umat runtime 8.5.2023
Htypoplastic Model in Miidas GTS NX 25.4.2023
set cavitation limit in ABAQUS/STANDARD when using SANISAND umat 2.4.2023
FE formulation and software 25.3.2023
Multi-objective analysis of the Sand Hypoplasticity model calibration 24.3.2023
Problem with SANISAND UMAT 7.3.2023
Prague Geotechnical Days 2023 (22nd – 23rd of May) with Prague Geotechnical Lecture by prof. Yannis Dafalias 28.2.2023
What is an appropriate damping model for dynamic liquefaction analysis of tailings storage facility in FLAC? 10.2.2023
Abaqus vs Plaxis – Local Convergence Tolerances 2.2.2023
Zbraslav sand – Cyclic tests by Charles University 17.1.2023
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Dear Hashmi, great, I am happy to see your issue was resolved. Regards David