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Explain the Dynamic or Vibration Tests
Tests of this type, also known as sonic integrity test, involve sub- jecting the element to a single impulsive blow or cyclic load, and measur- ing the response of the element. This response is measured in terms of decaying response. All other things being equal, the response of the ele- ment will depend on the stillness of the element and the naturally inherent damping, both of which are changed by the presence of flaws. Therefore, if there was a change in response between two tests, a close investigation should be carried out to establish a cause.
The system generally employs accelerometers to detect the vi- bration signal. The accelerometers are mounted on the structure to a depth of 30 m below the surface, and the frequency analysis required to compare the vibration signature at various times is carried out by com- puter.
The head (energy) loss in the piping system between points 1 and 7 is the most nearly. Solution: 3 ft. The difference between point 1 and point 7 = 10 ƒt - 7 ƒt = 3 ƒt
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Soil at a borrow area has a total unit weight of 120-PCF and a water content of 15 percent. The soil from the borrow area will be used as structural fill and compacted to an avera
Variations of tendon stresses in pre or post-tensioned concrete Variations of tendon stresses in pre or post-tensioned concrete members, along the length of tendons, may be of
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A soft, normally consolidated clay layer is 18 m thick. The natural water content is 45%. The saturated unit weight is 18 kN/m 3 ; the grain specific gravity is 2.70 and the liqui
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