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Pile Design and Construction Practice, Fifth edition

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126 Piling equipment <strong>and</strong> methods<br />

Air or water<br />

Compressed<br />

air<br />

Discharge<br />

pipe<br />

Lifting ring<br />

Spider<br />

Riser pipe<br />

Manifold<br />

Air inlet holes<br />

Spider<br />

Jetting nozzle<br />

Cutter head<br />

Figure 3.39 Airlift for cleaning-out soil from steel tubular piles.<br />

broken rock can be removed by lowering the airlift device shown in Figure 3.39 down the<br />

tube, the soil or broken rock in the plug being loosened by dropping or rotating the riser<br />

pipe. A reverse-circulation rig with a rotating cutter (Figure 3.34) is an efficient means of<br />

removing soil if justified by the number <strong>and</strong> size of the piles. Crane-mounted power augers<br />

of the type shown in Figure 3.25 can only be used for cleaning after the pile has been driven<br />

down to its final level where there is space for the crane carrying the auger to be manoeuvred<br />

over the pile head. The self-erecting crawler rigs are more manoeuvrable <strong>and</strong> with the<br />

other methods described above can be used to drill below the pile toe <strong>and</strong> so ease the driving<br />

resistance. However, drilling below the toe also reduces the shaft friction <strong>and</strong> the method<br />

may have to be restricted to end-bearing piles. This aspect is discussed further in the section<br />

on piling for marine structures (Section 8.3). Because of the delays involved in alternate<br />

drilling <strong>and</strong> driving operations, it is desirable that any drilling to ease the driving resistance<br />

should be restricted to only one operation on each pile.<br />

Difficulties arise when it is necessary to place a plug of concrete at the toe of the cleaned-out<br />

pile to develop high end-bearing resistance, or to transfer uplift loads from the superstructure<br />

to the interior wall of the hollow pile through a reinforcing cage. In such cases a good bond<br />

must be developed between the concrete filling <strong>and</strong> the interior of the steel pile. This<br />

requires any adherent soil which remains after removing the soil plug to be cleaned off the<br />

pile wall. A s<strong>and</strong>y soil can be effectively removed by water jetting or by airlifting, but an<br />

adherent clay may require high-pressure water jets to remove it. A rig can be used for this<br />

purpose that comprises a central airlift pipe <strong>and</strong> a base plate with jetting nozzles around the<br />

periphery. The assembly can be half-rotated as necessary <strong>and</strong> wire str<strong>and</strong> ‘brushes’ can be<br />

attached to the plate. However, the process is tediously slow since the jets tend to drill

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