Undrained Tests with Clay Hypoplasticity Intergranular - SoilModels

Hashmi Sohawon|12.8.2019|Constitutive Modelling|2 |

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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

Tags: Single Element Triax Undrained Triaxial Clay Hypoplasticity Stress Paths Intergranular Strain Concept

2 Comments

David Mašín 7 years ago

Dear Hashmi, great, I am happy to see your issue was resolved. Regards David

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Jh Xue 2 years ago

Hello, did you do it with ABAQUS ?

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