@r13
Thanks for pointing that out. That should also help keep pressure under foundations uniform as much as possible to reduce differential settlement.
@steveh49
Thanks. Good point. I will investigate what happens with the soil in ULS range. Whether linearity still holds.
@r13
Thanks. Noted. I intend to make a couple of iterations as follows:
1. Assign set of springs based on received geotechnical data.
2. Check bearing stress.
3. Check...
Hi,
I am making a structural FEM model of a hospital building. At the moment I am considering going with spread foundation. Footings for columns, strip footings for walls and larger bases for core walls. I wonder whether the same spring stiffness should be used in a structural FEM model for...