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Thanks a lot I think we're should make it unbonded in this case what is the required joints and can we pour that whole area at once or we need to make joints during pouring

The topping is unreinforced slab and there is no reinforcement between the slab and the raft so can we say that is unbonded

We are casting a concrete screed of 100 MM over raft what is the required joints for this slab and what is the pouring procedure and I need reference for this topic from aci