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A Self-Learning Manual - Institution of Engineers Mauritius

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A <strong>Self</strong>-<strong>Learning</strong> <strong>Manual</strong><br />

Mastering Different Fields <strong>of</strong> Civil Engineering Works (VC-Q&A Method) Vincent T. H. CHU<br />

spacing to the reinforcement cage. After concreting barrettes/bored piles, a<br />

small volume <strong>of</strong> water is injected under high pressure into these pipes to<br />

crack the concrete. The cracking process should be carried out within 24<br />

hours after concreting. The purpose <strong>of</strong> cracking is to create a path for grout<br />

to go through. About a week after concreting <strong>of</strong> barrette, grouting is then<br />

carried out in these pipes to improve the friction between the foundation<br />

and the surrounding soils.<br />

10. Why is sleeving applied in piles constructed on slopes?<br />

For high-rise buildings constructed on steep cut slopes, these buildings are<br />

usually supported by large diameter piles. Though the piles are founded at<br />

some depth below the slopes, lateral load arising from wind on buildings<br />

may induce loads on the slop and causes slope failures. For shallow<br />

depths <strong>of</strong> slope which is marginally stable, it is more vulnerable to slope<br />

failure.<br />

Hence, an annulus <strong>of</strong> compressible material called sleeving is introduced<br />

in piles so as to reduce the transfer <strong>of</strong> lateral loads from buildings to<br />

slopes.<br />

11. Should compaction be carried out to freshly-placed concrete piles?<br />

(PC1)<br />

In normal practice, reliance is placed on the self-compaction <strong>of</strong> specially<br />

designed concrete mixes to achieve adequate compaction. The use <strong>of</strong><br />

vibrating devices like poker vibrators is seldom adopted for the compaction<br />

<strong>of</strong> concrete piles. In fact, other than the consideration <strong>of</strong> the impracticality<br />

in using vibrating device in long piles, there is serious concern about the<br />

possible occurrence <strong>of</strong> aggregate interlock which poses difficulty during<br />

casing extraction [64]. In the worst scenarios, the temporary casings<br />

together with reinforcement cages are extracted during the lifting up <strong>of</strong> pile<br />

casings. This is another reason which accounts for not using vibrating<br />

machines for piles with casing extraction.<br />

12. Is the quality <strong>of</strong> concrete impaired by free-falling concrete<br />

placement method in bored piles? (PC2)<br />

Based on the research by STS Consultants Ltd. [57], it was found that<br />

concrete placed by free falling below 120 feet would not suffer from the<br />

problem <strong>of</strong> segregation and the strength <strong>of</strong> concrete would not be<br />

detrimentally impaired provided that the piles’ bore and base are dry and<br />

238

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