Jan 3, 2011 #1 copernic Civil/Environmental Nov 11, 2010 9 0 0 CA 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
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