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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 />

Level One (Core FAQs)<br />

Part III: Channels<br />

1. Two contraction joints and one expansion joints are usually<br />

adopted for drainage channels. Why? (C1)<br />

In the life cycle <strong>of</strong> a concrete structure (not prestressed concrete), it will<br />

generally undergo the following process <strong>of</strong> contraction and expansion:<br />

Contraction: (a) Early thermal movement<br />

(b) Seasonal contraction owing to drop in temperature<br />

(c) Shrinkage<br />

Expansion: (a) Seasonal expansion owing to drop in temperature<br />

The order <strong>of</strong> magnitude for items (a) to (c) is more or less the same. Hence,<br />

qualitatively speaking, for a given length <strong>of</strong> concrete structure, the number<br />

<strong>of</strong> contraction joints should be more than the number <strong>of</strong> expansion joints<br />

and they are roughly in the order <strong>of</strong> 3:1 to 2:1 based on the number <strong>of</strong><br />

expansion and contraction process above. Of course, the actual spacing<br />

and number <strong>of</strong> contraction joints and expansion joints should be<br />

determined case by case.<br />

2. Should joints in box culverts and channels be completely<br />

watertight? (C1)<br />

The joints for box culverts and channels should be capable <strong>of</strong><br />

accommodating movements arising from temperature and moisture<br />

changes. However, the joints are not necessarily designed as watertight<br />

except the following conditions [15]:<br />

(i) There is a high possibility <strong>of</strong> occurrence <strong>of</strong> high water table in the<br />

vicinity <strong>of</strong> box culverts/channels. The high groundwater level and<br />

rainwater seepage through embankment may cause water passing<br />

through the joints and washing in soils. Consequently, the loss <strong>of</strong> soils<br />

may lead to the failure <strong>of</strong> the structures.<br />

(ii) If the box culvert/channels are designed in such a way that water flow<br />

through joints from the structures causes the washing out <strong>of</strong> bedding<br />

materials, the requirement <strong>of</strong> watertightness <strong>of</strong> joint has to be fulfilled.<br />

(iii) In cold countries, road salt is sometimes applied on roads above box<br />

culvert or at crossings <strong>of</strong> channels to prevent freezing and thawing. The<br />

leaching <strong>of</strong> road salts into the joints may cause corrosion <strong>of</strong> joint<br />

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