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Raft Foundation — Design Requirements and Applicability

Raft foundation- design requirements and applicability

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A raft or mat foundation is a sizable concrete slab or slab-and-beam system which supports all the loads of superstructure through walls or columns in two or more rows and rests on soil layer or rock. A raft foundation may be rectangular(Fig. 1) or circular(Fig. 3). When mat foundation is supported by columns rather than the underlying materials, it is termed as Piled raft foundation.

Mat or raft foundation is classified as a shallow foundation since its depth is considerably smaller than deep foundation, but its depth is greater than other types of shallow foundation. It is useful in controlling the differential settlement and transferring the loads not exceeding the bearing capacity of the soil due to integral action of the raft foundation.

Mat foundations are an ideal type of foundation in several conditions for instance low bearing capacity soil, spread footing cover about 70% of the structure, high structure loads, soft pockets or cavities of in the soil to unknown extent raft, and highly compressible soil and extents to a great depth.

There are certain requirements that need to be considered during the of raft foundation in order to produce adequate design such as minimum depth of 50cm, required excavation depth of approximately 2.5m, and rebar cover of 50mm.

Fig. 1: Solid Raft Foundation
Fig. 2: Circular Raft Foundation

Raft Foundation Design Requirements

  1. Calculation methods for mat foundation design shall be based on the latest version of applicable codes.
  2. It shall not be placed on the topsoil.
  3. As per IS 1080, a minimum depth of 50 cm shall be used for mat foundation. This is required to ensure that the soil has a safe bearing capacity which is assumed in the design.
  4. The depth of mat foundation must satisfy shear requirements.
  5. A uniform thickness can be used for raft foundation if columns are equally spaced and the loads are not very heavy.
  6. According to ACI 318-14, British standard; Eurocode 7; and IS 456; a minimum cover of 50 mm is required for mat foundation.
  7. The above reinforcement cover may be increased based on harmful chemicals and minerals in the soil and fluctuations of water table when it is very near to the foundation.
  8. Mat foundation should be placed below the level which would not be influenced by the seasonal change of weather to cause swelling and shrinking of the soil. Added to that, frost also may endanger the foundation, if placed at a very shallow depth.
  9. When mat foundation is constructed on sand, the minimum depth of foundation is around 2.5 m below the surrounding ground surface. if a smaller depth is considered, the edges of the raft settle appreciably more than the interior due to lack of confinement of the sand.
  10. However, British standards specify a minimum depth of 0.6m below the surrounding ground surface.
  11. When raft foundation is founded on sand, differential settlement governs the design but this is determined by the strength and stiffness of the raft structure and is very difficult to assess.
  12. Accurate estimations of all types of loads, moments, and forces are needed for the present as well as for future expansion. This is crucial because once the construction of the foundation is completed and settles well into the soil, it would be difficult to strengthen it in future.
  13. Foundation structures should be able to sustain the applied loads, moments, forces, and induced reactions without exceeding the safe bearing capacity of the soil.
  14. The settlement of the structure should be as uniform as possible and it should be within the tolerable limits.
  15. Mat foundation should provide adequate safety for maintaining the stability of structure due to either overturning and/or sliding
  16. Foundation structures undergo soil-structure interaction. Therefore, the behavior of foundation structures depends on the properties of structural materials and soil. That is why soil investigation is needed to specify the properties of soil, strata-wise and its settlement criteria.
  17. Rafts constructed on saturated clay have to be examined for both bearing capacity and settlement because either may control the design.
  18. The weight of the raft is not considered in the structural design because it is assumed to be carried directly by the subsoil.
  19. The raft may be ribbed where the column spacing is irregular or for economy in using a relatively thin slab over most of the area.
  20. Alternatively, rafts may be thickened at the column locations for economy and depth should be made sufficient to resist shear.
Fig. 3: Mat Foundation

Applicability of Raft (Mat) Foundations

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