Hallo maybe someone can help me,
I am trying to model an embankment on a soft soil (clay) layer.
Embankment with Mohr Coulomb material
Soft soil with Cam Clay material
I need to input initial conditions (at least for the soft soil). My problem is that because of the gradient of the...
Hallo,
I have a 3D and a 2D model. I use Mohr Coulomb parameters for my material. I tried to convert them into Drucker Prager parameters.
For my 3D model I used the equations from the triaxial test:
Mohr Coulomb: ?=35° , ? = 11 => Drucker Prager: ?= 54.81°, ? = 22, K= 0.778
For my 2D model I...
Hallo,
I am trying to model a piled embankment reinforced with geogrids (geogrids behave like membranes).
I made a 2D and a 3D model.
I know that my results (displacement/settlements on the top edge) without geogrids are correct.
So I know, that I am modelling the geogrids wrongly but I have no...
