Raft Foundation
/ rɑːft faʊnˈdeɪʃ(ə)n /
Also known as: raft slab, mat foundation, floating slab
Definition
A raft foundation is a reinforced concrete slab that spans the entire footprint of a building, distributing the structure's loads across the whole ground area rather than concentrating them beneath individual walls or columns. Raft foundations are used where strip foundations are unsuitable - typically on ground with low or variable bearing capacity, filled ground, or where differential settlement is a risk.
In practice
A domestic raft typically consists of a reinforced concrete slab 200-300mm thick with thickened edge beams (450-600mm) to carry the higher wall loads. The slab contains top and bottom reinforcement mesh (typically A393) plus designed bar reinforcement at edges, openings, and re-entrant corners. The raft bears on compacted hardcore and blinding and incorporates the DPM and any under-slab insulation within the build-up.
The main advantage of a raft is that any differential settlement of the ground beneath it causes the whole slab to deflect as a unit, limiting cracking in the structure above. This makes rafts particularly suitable on soft clays, filled ground, and areas with a history of mining subsidence. The disadvantage is cost - more concrete and reinforcement than a strip foundation, plus the need for engineer design and inspection of the reinforcement before pouring.
Building Regulations
Raft foundations fall outside the prescriptive solutions in Approved Document A - they must be designed by a structural engineer to Eurocode 7 (geotechnical design) and Eurocode 2 (concrete structure). The design drawings and calculations must be submitted to Building Control before work begins. Reinforcement must be inspected and approved before concrete is poured - Building Control will typically require this inspection.
Full Building Regulations guidanceSee also