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Ground Stability, Foundations and Substructures 147<br />

through joints provided they are solidly cast up to or inside sound concrete and there is<br />

no gross contraction at construction joints or movement at expansion joints.<br />

Tanking<br />

The term tanking is used to describe a continuous waterproof lining to the walls and floors<br />

of substructures to act as a tank to exclude water.<br />

Mastic asphalt<br />

The traditional material for tanking is mastic asphalt, which is applied and spread hot in<br />

three coats to a thickness of 20 mm for vertical and 30 mm for horizontal work. Joints<br />

between each layer of asphalt in each coat should be staggered at least 75 mm for vertical<br />

and 150 mm for horizontal work with the joints in succeeding coats. Angles are reinforced<br />

with a two-coat fillet of asphalt. Asphalt tanking should be applied to the outside face of<br />

structural walls and under structural floors so that the walls and floors provide resistance<br />

against water pressure on the asphalt and the asphalt keeps water from the structure. Figure<br />

3.68 is an illustration of asphalt tanking applied externally to the reinforced concrete walls<br />

and floor of a substructure or basement. The horizontal asphalt is spread in three coats on<br />

the concrete base and over pile caps and extended 150 mm outside of the junction of the<br />

horizontal and vertical asphalt and the angle fillet. The horizontal asphalt is then covered<br />

with a protective screed of cement and sand 50 mm thick. The reinforced concrete floor<br />

should be cast on the protective screed as soon as possible to act as a loading coat against<br />

water pressure under the asphalt below.<br />

Pavement<br />

Protective screed on<br />

two coat asphalt<br />

Concrete floor<br />

Half brick wall<br />

Space flushed<br />

with mortar<br />

Three coat<br />

mastic asphalt<br />

Two-coat angle<br />

fillet<br />

Reinforced concrete roof<br />

Reinforced<br />

concrete wall<br />

Reinforced concrete floor<br />

on protective screed<br />

Three-coat asphalt<br />

Concrete beam<br />

Concrete<br />

column<br />

Concrete beam<br />

between pile caps<br />

Concrete base for<br />

asphalt<br />

Reinforced concrete<br />

pile cap<br />

Piles<br />

Angle<br />

fillet<br />

Three-coat<br />

asphalt<br />

Figure 3.68 Mastic asphalt tanking.

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