Dear friends
I've prepared a dynamic model of saturated loose sandy soil with abaqus software. Unfortunately, after running the model, the pore water pressure is didn't raise up. I don't know if any kind of subroutines I must use or anything else. I'm in the final step of my thesis analysisand I really need your helps.
Sincerely yours
alishafi
Regarding Multiphysics
Dear Alishafi:
Can you please explain little bit more about your model?
What kind of PDEs you are using?
This can be done using Nernst Planck Equation, Poisson's equation, Darcy's equation, Navier stock equation and mechanical field equation. All these equation should be coupled.
You can remove Nernst Planck and Poisson's equations altogether if you know your problem properly.
Can you please elaborate your problem?
Regards,
Kamlesh