Jochen104
2016-08-17 14:05:29
- #1
So there is always a slab.
(Strip) footings are needed when it is statically necessary/sensible. This is, for example, when the slab would have to become unnecessarily thick for load-bearing capacity or the ground would not be load-bearing enough.
Example from our construction project:
The ground was not load-bearing enough up to about 1.40m below the planned bottom edge of the slab.
Recommendation according to the soil report: excavate the soil completely and fill it in layers with compacted gravel.
Alternatively, strip footings according to the soil report/excavation/structural engineer under all walls.
Although quite a bit of concrete was used for the strip footings, this alternative was about 4,000 euros cheaper.
Edit: The planned slab was of course placed on the strip footings.
(Strip) footings are needed when it is statically necessary/sensible. This is, for example, when the slab would have to become unnecessarily thick for load-bearing capacity or the ground would not be load-bearing enough.
Example from our construction project:
The ground was not load-bearing enough up to about 1.40m below the planned bottom edge of the slab.
Recommendation according to the soil report: excavate the soil completely and fill it in layers with compacted gravel.
Alternatively, strip footings according to the soil report/excavation/structural engineer under all walls.
Although quite a bit of concrete was used for the strip footings, this alternative was about 4,000 euros cheaper.
Edit: The planned slab was of course placed on the strip footings.