ABAQUS and Soils Initial Conditions
ABAQUS and Soils Initial Conditions
(OP)
Hi There,
I am modelling a retaining wall through ABAQUS. I am wondering when I use the command "initial conditions, type=stress, geostatic", should I define gravity load as well in geostatic step?
thank you
I am modelling a retaining wall through ABAQUS. I am wondering when I use the command "initial conditions, type=stress, geostatic", should I define gravity load as well in geostatic step?
thank you




