Define Nodes by Nodes Different Geotechnical Parameters

RE: Define Nodes by Nodes Different Geotechnical Parameters

Stefanos Papavasileiou — Fri, 24 Jun 2022 08:06:20 GMT

Dear Amir,

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.

RE: Define Nodes by Nodes Different Geotechnical Parameters

Amir Farshadfar — Fri, 24 Jun 2022 07:37:53 GMT

Can anybody help me to answer the question from the Plaxis team?

Thanks

RE: Define Nodes by Nodes Different Geotechnical Parameters

Amir Farshadfar — Fri, 17 Jun 2022 15:13:18 GMT

Dear

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?

RE: Define Nodes by Nodes Different Geotechnical Parameters

Micha van der Sloot — Mon, 30 May 2022 21:49:33 GMT

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.