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QUAKE VALUES DETERMINED FROM DYNAMIC MEASUREMENTS (1980)
In wave equation analysis of pile driving, it is ordinarily assumed that quake values are about 2.5 mm. From these studies, it was concluded that the original quake of 2.5 mm value proposed by Smith (1962) is sufficiently precise and that variations of this parameter do not greatly influence the program solution.
Reference:
"Proceedings 1st International Conference on the Application of Stress-Wave, Theory on Piles, Stockholm, 1980"
"Proceedings 1st International Conference on the Application of Stress-Wave, Theory on Piles, Stockholm, 1980"
Organization:
University of Ottawa
Canada
University of Ottawa
Canada
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