Undrained Tests with Clay Hypoplasticity Intergranular - SoilModels

Hashmi Sohawon|12.8.2019|Constitutive Modelling|1 |

Views 366

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

1 Comment

David Mašín 11 months ago

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

Log in to reply.

Leave a reply Click here to cancel the reply

You must be logged in to post a comment.

©2020 SoilModels