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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 />

Fig. 3.1 Crack formation in non-uniform support<br />

3. During the time <strong>of</strong> construction, cracks are likely to develop in<br />

small diameter concrete pipes. Why? (C1)<br />

During the construction <strong>of</strong> new pavement, vibratory roller and heavy<br />

equipment are needed to compact the filling material and bituminous<br />

material. These heavy equipment could generate very high impact load<br />

with short duration on the concrete pipes. It requires an extremely even<br />

and uniform support in order to safely support these loads. Therefore, it is<br />

not uncommon that construction vehicles are primary source <strong>of</strong><br />

crack-producer and it usually results in the formation <strong>of</strong> circumferential<br />

cracks.<br />

4. Should air test or water tests be selected to test the leakage <strong>of</strong><br />

constructed gravity pipelines? (T1)<br />

For gravity pipes, air tests or water tests are carried out after completion <strong>of</strong><br />

laying and jointing <strong>of</strong> the pipes. These tests are conducted to check the<br />

watertightness <strong>of</strong> joints and to ensure the pipelines are free from damage<br />

where leakage may occur.<br />

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