RogerS
Established Member
I've had excavated a 4m x 3m area in the garden down to clay subsoil. The concrete raft (reinforced) and about 6" thick sits on top of some rubble...built to Building Reg spec.
When I removed the shuttering and pegs, the holws soon filled up with water and the level stopped about 4" below the bottom of the concrete slab.
So will my slab stop the wtare draining away or, because the water table level is 4" below the slab bottom, then I can assume that water will still drain away? Or will 6 tons of concrete compress the soil and stop drainage?
I am thinking that I might dig a deeper trench around the slab and stick a land drain in to help take the water away to help drainage in the garden. But if I do THAT do I then change the dynamics of the slab and run the risk of subsidence or the slab tilting?
Any thoughts very welcome.
When I removed the shuttering and pegs, the holws soon filled up with water and the level stopped about 4" below the bottom of the concrete slab.
So will my slab stop the wtare draining away or, because the water table level is 4" below the slab bottom, then I can assume that water will still drain away? Or will 6 tons of concrete compress the soil and stop drainage?
I am thinking that I might dig a deeper trench around the slab and stick a land drain in to help take the water away to help drainage in the garden. But if I do THAT do I then change the dynamics of the slab and run the risk of subsidence or the slab tilting?
Any thoughts very welcome.