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Question
For fixing of silt curtains, what is the reason that it does not desirable to design the curtain to touch the seabed?
Answer Silt finished are resistant vertical barriers extending from seawater surface to its designed depth. Curtains are held in a vertical place by carrier float on their top and a curtain weight at their base. A worry cable is intended at carrier float to resist stresses incurred by currents. In addition, silt curtains are anchored to seabed to hold them in designed organization. In core, depth of silt curtains have to not be so long and touch seabed as bottom segment of silt curtains will be trapped inside the newly accumulated sediment, thus resulting in sinking of curtain. As a result, it is difficult to remove these sunken curtains. Furthermore, reversal tidal and recent actions might cause movement of bottom region of curtains that stir up settled postponement and tempt additional turbidity.
Project specifications require a relative compaction of 95% (modified Proctor). Construction of a highway embankment requires 10,000-yd 3 of fill. The borrow soil has an in-situ
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Q. Avoidance of designing acute angle of concrete pavement The stress persuaded in acute angle corners of concrete pavement is far much higher than right-angle corners of the
Interface between base plates and footings Surface of footings is generally quite rough so that some levelling has to be carried out for base plates. Interface between base pl
Question For column reinforcements, why is helical reinforcement sometimes designed instead of regular links with reasons? Answer The utilization of links for column designi
In bridge widening projects, means of stitching is normally employed for connecting existing deck to a new deck. What are the problems that occur connected with this process in ter
You have been selected to assist the structural engineer for a bridge replacement project. Your task is to design the size of the footing for an interior bridge pier, based on the
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Q. Colebrook White formula suitable for shallow gradient of pipes? Manning's Equation is commonly used for rough turbulent flow while Colebrook-White Equation is adopted for t
cold driven rivet
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