Dear
Many thanks for your information. We know that in the Plaxis, we can create constitutive model programmed using FORTRAN and implement in PLAXIS through the "User Defined Soil Model" to create our own equations for the materials.
I have a question:
Could we define for each point a different geotechnical parameter in Plaxis 3D?
I mean could we define nodes by nodes different geotechnical parameters to be analyzed in Plaxis 3D?
I would be thankful if you may please guide me in this process.
Thanks for your response
I look forward to hearing from you
Sincerely
Amir Farshadfar
Dear Amir,
You could do this in PLAXIS 3D via the user-defined soil model routine. In the user-model you can access the coordinates of the stress point you are evaluating, and so you can change/update them via this method. This is not possible via the normal GUI.
Answer Verified By: Amir Farshadfar
Many thanks for your information. As we can could define FORTRAN to create constitutive model programmed and using the "User Defined Soil Model" to create our own equations, what version of the Fortran could be used? Which version of Fortran is compatible with the Plaxis? Fortran 77, 90, 95, 2008, ... which one?
Can anybody help me to answer the question from the Plaxis team?
Thanks
Have you found this article?https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45468/creating-user-defined-soil-models
It contains lots of information regarding implementing User Defined Soil Models.