PLAXIS 3D HELP

[nagatalluri]

Dear All:

While doing consolidation settlement due to foundation load in PLAXIS 3D how do we take the footing load ?

As a concentrated point load or UDL ?

I considered 3000 psf as the SBC and used it as the pressure increase at footing level (Delta Sigma. How do I model settlement in this case.

Please let me know.

Thanks
NT