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Ground Stability, Foundations and Substructures 87<br />

Trench or<br />

strip foundation<br />

Pad<br />

foundations<br />

Ground beams – carry<br />

the wall loads to the<br />

pad foundations<br />

(a) Strip foundations – used under<br />

continuous loads such as brick walls<br />

(b) Pad foundations – used under the<br />

point loads of the framed construction<br />

Continuous reinforced<br />

concrete raft foundation<br />

Clusters of pile<br />

foundations<br />

(c) Pile foundations – transfer the load<br />

to lower more stable ground<br />

Figure 3.16 Foundation types.<br />

Ground beams<br />

carry the wall<br />

loads to the pile<br />

Raft foundation –<br />

thickening where point<br />

loads occur<br />

Edge beams may be used to<br />

increase stiffness and rigidity<br />

(d) Raft foundations – spread the load<br />

over greater surface area<br />

Width of foundations<br />

The width of the foundation strip of concrete is determined by the need for room to lay<br />

the walling material below ground level and the requirement for the width of the strip to<br />

be adequate to spread the foundation loads to an area of soil capable of bearing the loads.<br />

The depth or thickness of the strip is determined by the shear strength of the concrete. A<br />

general rule is that the projection of the concrete strip each side of the wall should be no<br />

greater than the thickness of the concrete (see Figure 3.19).

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