hi every one.
i wonder about soil stability ,
by using the initial stresses in geostatic step and applying the gravity loads in & by using finite element 3d soil model .
so i prevent movement in the vertical direction at bottom.
the proplem is ,
when the geostatic step runed i found a...
hi corus
i have the same proplem of msonys.
and i'm new in using abaqus
could you please tell me what (sub-model) or send me the link for how to form it.
wan
hi all
this is an important problem for me.
i'm trying to estableshing an eqilibrium state in geostatic step and i've used the initial stesses cosedering the gravity acceleration=10m/sec2
and applying a gravity load in the same step=-10 this to let the programe calculate the soil weight throw...
how ru everybody;
first i'm working in a research on behavior of grid foundation built on soft clay
so i used abaqus to analyze this model.
every thing is ok when using mass density (about=1)or less but when i used the real mass density(1820kg/m3) as wetted soil ,water content=40% & also that...
