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128 Barry’s Advanced Construction of Buildings<br />

(b)<br />

(a)<br />

Photograph 3.10 (a) Dynamic load testing method and (b) sonic integrity testing (http://<br />

www.roger-bullivant.co.uk).<br />

Sonic integrity testing<br />

Sonic integrity testing is normally used on CFA, CHD or other piles foundations formed<br />

using in situ concrete. The integrity method is fast and reliable. A large number of piles<br />

can be tested in a single visit. The pile determines the reliability, morphology (form and<br />

composition) and quality of construction of the pile.<br />

Before the pile can be tested, it must be sufficiently cured, free of latence and trimmed<br />

back to sound concrete. It is preferable to carry out the test at the final cut-off level of the<br />

pile. A small hand-held hammer is used to strike the pile. A series of low strain acoustic<br />

shock waves are sent through the piles. As the waves pass down the pile, the sound waves<br />

rebound where changes in impedance occur. The rebound (echo) is then recorded by a<br />

small accelerometer (instrument for measuring speed and acceleration), which is held<br />

against the pile head. The response is monitored and stored, and a graphical representation<br />

produced for immediate inspection (Photograph 3.10b).<br />

Static load testing<br />

Static load testing is used to determine the displacement characteristics of a pile. All piles<br />

are suited to static load testing. Static load testing frames are assembled specifically for the<br />

test. Major piling contractors assemble frames capable of accommodating loads up to<br />

4000 kN (Photograph 3.11).<br />

A known load has to be applied in the form of kentledge (loaded test frame) or tension<br />

pile reaction. Load can also be applied by fixing a frame to piles already installed in the<br />

ground. Other piles can then be tested against the frame load. Once an adequate reaction

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