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Ground Stability, Foundations and Substructures 69<br />

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Different ground conditions under the building<br />

Water courses that destabilise the ground<br />

Weak compressible strata<br />

Adjacent loads causing overloading under existing foundations<br />

Changes in adjacent vegetation that result in different water content of clay soil, causing<br />

it to shrink or swell<br />

Freezing of ground below, or adjacent to, foundations. As the water in the ground<br />

freezes, it expands, which may cause shallow foundations to lift as the ground below<br />

it freezes.<br />

Movements of the foundation independent of the applied loads of buildings are due to<br />

seasonal changes or the effects of vegetation, which lead to shrinking or swelling of clay<br />

soils, frost heave, changes in groundwater level and changes in the ground due to natural<br />

or artificial causes. The expansion of water in soils with low permeability due to freezing<br />

was described in Barry’s Introduction to Construction of Buildings. The expansion and consequent<br />

heaving of the soil occur at the surface and for a depth of some 600 mm. The NHBC<br />

(2000) Standards recommend a minimum depth of 450 mm for all excavations to avoid<br />

frost action; however, most foundations are excavated to a minimum distance of 750 mm<br />

to avoid volume changes due to seasonal movement. The foundations of large buildings are<br />

generally some metres below the surface, at which level frost heave will have no effect in<br />

the UK. Correctly designed and constructed, the foundations will provide a firm and<br />

durable base, helping to prevent distortion of the structure and damage to underground<br />

services.<br />

Rocks<br />

Rocks may be classified as sedimentary, metamorphic and igneous according to their geological<br />

formation as shown in Table 3.1 or by reference to their presumed bearing value<br />

(Table 3.2), which is the net loading intensity considered appropriate to the particular type<br />

Table 3.1 Rocks<br />

Group<br />

Sedimentary<br />

Formed as particles are laid on top of one another<br />

under pressure of the above ground, air or water<br />

Metamorphic<br />

Transformation of an existing rock –<br />

metamorphism. These rocks are formed subject<br />

to high temperatures and pressures deep<br />

beneath the earth’s surface.<br />

Igneous<br />

Formed from molten rock, magma.<br />

Rock type<br />

Sandstones (including conglomerates)<br />

Some hard shales<br />

Limestones<br />

Dolomite<br />

Chalk<br />

Some hard shales<br />

Slates<br />

Marble<br />

Quartzite<br />

Schists<br />

Gneisses<br />

Granite<br />

Dolerite<br />

Basalt

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