- Project plans
- Project activities
- Legislation and standards
- Industry context
Last edited 14 Sep 2020
- Shallow foundations are typically used where the loads imposed by a structure are low relative to the bearing capacity of the surface soils.
- Deep foundations are necessary where the bearing capacity of the surface soils is not adequate and so loads need to be transferred to deeper layers with higher bearing capacity.
Pile foundations are deep foundations. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. A foundation is described as 'piled' when its depth is more than three times its breadth.
Pile foundations are principally used to transfer the loads from superstructures, through weak, compressible strata or water onto stronger, more compact, less compressible and stiffer soil or rock at depth, increasing the effective size of a foundation and resisting horizontal loads. They are typically used for large structures, and in situations where soil is not suitable to prevent excessive settlement.
Piles can be used individually, or they can be grouped together and linked by a reinforced concrete cap. Pile caps create a stable foundation and offer a larger area for the distribution of the building load onto the piles. They act in a similar way to piled raft foundations, where a concrete slab rests on soil which may be susceptible to movement, above a group of piles.
It is usual for a pile cap to be of a greater depth than a comparable pad footing as it is typically subject to higher bending moments and shear forces. The pile cap achieves greater rigidity from the increased depth, which enables it to evenly spread the load to all piles in the group. The factors that determine the depth of the pile cap include:
- The shear capacity of the pile cap.
- Shrinkage and swelling of the ground (particularly in clay soils).
- Pile anchorage.
- The ground’s watertable.
- The possibility of frost attack.
As it is very difficult to bore or drive piles exactly vertically, the pile cap should be able to accommodate some deviation in the final position of the pile heads. The pile cap should overhang the outer piles, typically by a distance of 100-150 mm on all sides, depending on the size of the piles.
Pile caps are constructed by excavating an area around the group of piles to enable formwork to be inserted. The pile tops may be trimmed to ensure they are at the same height. A reinforcement cage is then built and positioned in the formwork cast box and fastened to the piles. The concrete is then poured and left to cure, after which the formwork is removed..
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