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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 />

11. Why is creep a major concern in balanced cantilever method?<br />

(BC3)<br />

In balanced cantilever method, the moment is balanced along the length <strong>of</strong><br />

the piers. However, along the extended cantilevers only a part <strong>of</strong> negative<br />

bending moment is balanced by prestressing bending moment arising from<br />

normal force induced by prestressing. As such, it results in large<br />

deflections induced by concrete creep. These partly unbalanced<br />

permanent loads generate creep which produces unexpected and<br />

unevaluated hyperstatic effect. In fact, the compressive stresses are very<br />

high in lower slab while they are very low in upper slab <strong>of</strong> bridges.<br />

12. In bridge widening projects, the method <strong>of</strong> stitching is normally<br />

employed for connecting existing deck to the new deck. What are the<br />

problems associated with this method in terms <strong>of</strong> shrinkage <strong>of</strong><br />

concrete? (SBGB1)<br />

In the method <strong>of</strong> stitching, it is a normal practice to construct the widening<br />

part <strong>of</strong> the bridge at first and let it stay undisturbed for several months. After<br />

that, concreting will then be carried out for the stitch between the existing<br />

deck and the new deck. In this way, the dead load <strong>of</strong> the widened part <strong>of</strong><br />

bridge is supported by itself and loads arising from the newly constructed<br />

deck will not be transferred to the existing deck which is not designed to<br />

take up these extra loads.<br />

One <strong>of</strong> the main concerns is the effect <strong>of</strong> stress induced by shrinkage <strong>of</strong><br />

newly widened part <strong>of</strong> the bridge on the existing bridge. To address this<br />

problem, the widened part <strong>of</strong> the bridge is constructed a period <strong>of</strong> time (say<br />

6-9 months) prior to stitching to the existing bridge so that shrinkage <strong>of</strong> the<br />

new bridge will take place within this period and the effect <strong>of</strong> shrinkage<br />

stress exerted on the new bridge is minimized.<br />

Traffic vibration on the existing bridge causes adverse effect to the freshly<br />

placed stitches. To solve this problem, rapid hardening cement is used for<br />

the stitching concrete so as to shorten the time <strong>of</strong> setting <strong>of</strong> concrete.<br />

Moreover, the stitching work is designed to be carried out at nights <strong>of</strong> least<br />

traffic (Saturday night) and the existing bridge may even be closed for<br />

several hours (e.g. 6 hours) to let the stitching works to left undisturbed.<br />

Sometimes, longitudinal joints are used in connecting new bridge<br />

segments to existing bridges. The main problem associated with this<br />

design is the safety concern <strong>of</strong> vehicles. The change <strong>of</strong> frictional<br />

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