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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 />

r = 0.084<br />

An 12 o C increase in placing temperature doubles the rate <strong>of</strong> reaction <strong>of</strong><br />

hydration. Hence, concrete placed at a higher temperature experiences a<br />

higher rise in temperature. For instance, concrete placed at 32 o C produces<br />

heat <strong>of</strong> hydration twice as fast when compared with concrete placing at<br />

20 o C. Hence, high concrete placing temperature has significant effect to<br />

the problem <strong>of</strong> early thermal movement.<br />

21. What are the differences in method to seal moving cracks and<br />

non-moving cracks in concrete?<br />

In devising a suitable method to seal up cracks detected on concrete<br />

surface, it is <strong>of</strong> paramount importance to determine if further movement<br />

would be expected for the cracks. If the crack is not expected to move<br />

further, it is sufficient to brush cement grout into it. For wider cracks, other<br />

materials like latex-cement mixture may be considered for sealing the<br />

crack.<br />

When further movement is expected for the crack, seals wider than the<br />

cracks are recommended to be applied over the crack in order to reduce<br />

the strain around it to an acceptable level. Moreover, it is desirable to apply<br />

the treatment when the cracks are widest so that the sealing material is not<br />

subject to further extension. Care should be taken to prevent bonding <strong>of</strong><br />

sealing material with the bottom <strong>of</strong> the crack to ensure that only direct<br />

tension forces are experienced in the sealing material.<br />

22. What is the difference in functions between internal waterstop and<br />

external waterstop? (J4)<br />

External waterstops are applied externally on the structures and they<br />

proved to be effective when installed on the face with a net clamping<br />

pressure. For instance, external waterstops can be placed on the outer<br />

face <strong>of</strong> a basement to guard against water entry into the basement.<br />

Internal waterstops are applied internally within the thickness <strong>of</strong> concrete<br />

and it is usually adopted when water pressure can act in both ways. They<br />

proved to be effective measures to guard against water flow in both<br />

directions but its success lies on the proper installation <strong>of</strong> waterstops inside<br />

the concrete structure. For instance, the installation <strong>of</strong> waterstops inside<br />

concrete slab encounters the problem <strong>of</strong> improper compaction <strong>of</strong> concrete<br />

around the waterstops.<br />

102

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