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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 />

by welding channels or angles for enclosure <strong>of</strong> stain gages.<br />

Strain gages should always be installed in pairs located back to back on<br />

the same piece <strong>of</strong> steel. For instance they may be placed back to back on<br />

either side <strong>of</strong> web <strong>of</strong> H-piles. Only one gage mounted on the cross section<br />

<strong>of</strong> H-pile is not too useful because it may be affected by an unknown<br />

degree by bending moment. Hence, the results <strong>of</strong> axial load may appear to<br />

be doubtful.<br />

25. There is an old rule that “the area <strong>of</strong> a follower should be one-fifth<br />

<strong>of</strong> precast concrete pile”. Why?<br />

The rules <strong>of</strong> wave mechanics suggested that to avoid reflection <strong>of</strong> stress<br />

wave caused by different impedance values, acoustic impedance should<br />

be the same for the follower and precast concrete piles. As such, it<br />

enhances smoothest driving and prevent follower from bouncing on the<br />

head <strong>of</strong> piles which is undesirable as it may damage the piles and lowers<br />

the efficiency <strong>of</strong> driving.<br />

Acoustic impedance = Elastic Modulus (E) x Area <strong>of</strong> Pile / wave velocity<br />

Wave velocity (c) = Elastic Modulus / Density <strong>of</strong> Pile<br />

For normal steel, E=205GPa, c=5,100m/s<br />

For normal concrete, E=30GPa, c=3,800m/s<br />

For same acoustic impedance,<br />

Area <strong>of</strong> concrete/Area <strong>of</strong> steel = (205/5,100)/(30/3,800) = 5<br />

218

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