Laying on fill

[TheBEaST]

I need to lay slabs on the foundation surrounded by floodplains and on the earth fill in between, but I could not find how to define it, but I think it would be wrong to define it as normal slab, because there will be no deflection problem like normal slab because it is full and there will not be a maximum moment at the midpoint of the slab. In practice, the wicker reinforcement fi8/30 or even fi8/40 is sufficient on the filling, but when I throw it in the program, the pile comes out and the reinforcement comes out too much. Is there anyone have an idea?

 

[unver]

Hello My Suggestion Since this slab will not be taken into account, you can add it in the drawing later in the basic formwork plan and give it as a reinforced slab with a thickness of 10-15 cm (the reinforcements should be attached to the basement curtains. Here, in order for the slab not to settle, production should be done by making a very good compaction with the stabilized material and placing the slab on this fill. Good luck with. Unver ÖZCAN