Hi all...
I am new to abaqus. I have to model cone penetration test (CPT) in abaqus.
I am using drucker prager plasticity and hardening to model the soil.
The cohesion (d) decreases as plastic strain increases. But how do i input this into the model ?
Drucker prager hardening inputs have yield stress and plastic strain columns.
So from cohesion, how do i get the yield stress values ?
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