Question category:
Groundwork & Foundations
Anonymous user 19 September 2017 - 4.13 PM
Hi there, I've got some SHS posts going into my build (extension, so the SHS are being used with UBs for an opening) and had a query with the pad foundations. Our engineer advised to try to get 1m2 around the SHS base, however as it's going in the existing property, how far down do we pour? Do I have to dig down to the existing slab (so removing screed/insulation if it was above the slab) and then pour from there up or do I need to go further? Thanks!
You need to excavate below the existing slab and into the ground until you reach good firm compact condition. Loading an existing slab will potentially make it unstable and possibly fracture. The engineer is correct, 1m2 of excavation will also spread the load on to the excavated ground.
Answered
20 September 2017
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