Efficient design of piled foundations for low-rise housing by Aled Phillips PDF

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Extra resources for Efficient design of piled foundations for low-rise housing

Sample text

It should be recognised however that actual loads acting on individual piles will vary from the calculated values. Pile loads should consider both the live and dead building loads, plus any down-drag loading that may be imposed on the piles as a result of settlement of the surrounding ground. Having calculated loads acting on individual piles, it is generally the case that these will be rationalised for practical design purposes. Typically, pile loads will be rounded up to the nearest 25 or 50 kN by the pile designer.

It does not appear to be common practice to specify limits of differential settlements for design purposes. The available guidance relating to acceptable differential distortions can however be used to identify limits of differential movements that could be included in piling specifications for low-rise housing. The aim would be to set pile settlement criteria such that the associated movements are lower than those which would lead to the onset of damage in terms of the serviceability of the building.

The time required for construction of different types of foundations depends on the types of plant used and the methods of installation. The following may also impact on the programme:  the time required for the installation of temporary support, groundwater control measures or working platforms  the time required for the procurement of designs for different foundation types  the availability and mobilisation times of the contractor  the availability of plant. 4 Health and safety considerations When selecting foundations, the health and safety implications of foundation design and construction should be considered.

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