Also called: raft foundation, combined footing
How it is done
- Excavate the full footprint, blind, and lay a waterproof membrane if the water table is high.
- Fix a two-way reinforcement mat, often 1-3 m thick; use thermal control (cooling pipes or low-heat cement) for thick pours.
- Pour in one or two lifts with construction joints planned for shear.
Where it fits
- Medium-strength ground under closely spaced columns, pylon bases on dense sand or weak rock, sites where differential settlement between columns must be avoided.
Where it does not
- Highly variable ground across the footprint: the raft will tilt rather than settle evenly.
Plant, pace and money
PlantAs for spread footings plus a larger concrete supply and thermal control.
ProductivityA 1,000 m3 raft is a two- to three-week operation including curing.
CostSimilar unit rate to pads; total cost dominated by concrete volume.
Risks and controls
What goes wrong
- Thermal cracking in mass concrete; uplift under high groundwater.
Quality assurance
Thermal monitoring of the pour, cube tests, membrane integrity.
Examples
Pylon bases of cable-stayed bridges on dense sand in the Gulf; portal frame bents on urban viaducts.
Related methods
Further reading
ACI 336 · Eurocode 7-1