Aakalim103
Structural
- Jan 26, 2019
- 26
I have a situation where we need a floor slab on top of a pile cap. Ideally, the pile cap can serve as a floor slab, but this would give us a very thick pile cap. So instead the manager is proposing a compacted gravel layer on top of the pile slab. The idea is to have a thinner base slab on gravel base in order to reduce the amount of concrete.
My question is that in such a situation, how would i go about designing the floor slab? The gravel will be compacted and laid over a fairly thick and rigid pile cap/mat. Should i use some subgrade reaction for the gravel or should i consider it rigid?
My question is that in such a situation, how would i go about designing the floor slab? The gravel will be compacted and laid over a fairly thick and rigid pile cap/mat. Should i use some subgrade reaction for the gravel or should i consider it rigid?