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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 I: Piers and Dolphins<br />

1. Which configuration is better, finger jetty or T-shaped jetty? (P1)<br />

Finger jetty is a more efficient pier structure because it could accommodate<br />

vessels at both sides <strong>of</strong> the jetty. However, there should be sufficient water<br />

depth as the berths at finger jetty is relatively close to shoreline when<br />

compared with T-shaped jetty so that it is anticipated that vessels are<br />

required to berth at shallower water. Moreover, there should be no cross<br />

current to enhance berthing at both sides <strong>of</strong> finger jetty. Also, as mooring<br />

points are <strong>of</strong>ten located on the jetty, leads are not ideal for larger ships.<br />

T-shaped jetty allows higher water depth for vessels to berth. Moreover,<br />

with the installation <strong>of</strong> breasting dolphins and mooring dolphins, it allows<br />

the berthing <strong>of</strong> larger vessels.<br />

Fig. Finger jetty and T-shaped jetty<br />

2. Why is shallow bedrock condition unfavorable for open berth<br />

piers?<br />

The most severe load on piers generally is the horizontal load due to<br />

berthing <strong>of</strong> large vessels. Since the widths <strong>of</strong> open berth piers are relatively<br />

small so that they provides a short lever arm to counteract the moment<br />

induced by berthing loads. Moreover, the dead load <strong>of</strong> open berth piers are<br />

normally quite light and therefore the resisting moment provided by the<br />

dead load <strong>of</strong> pier structures may not be sufficient to counteract the moment<br />

generated by berthing loads.<br />

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