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Publications tagged with [wave equation]
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The advent of the wave equation analysis during the 1960s through the 1970s was a quantum leap in modern foundation engineering. For the first time, the full complex of pile driving could be considered, that is, velocity dependent aspects (damping), soil deformation ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
"Deep Foundations Journal Spring 1984, Deep Foundations Institute, Springfield, New Jersey, Vol. 1, No. 1, pp. 49 - 55"
The wave equation analysis of driven piles is presented with a comparison of the Smith and Case damping approach and a discussion of conventional soil input parameters.<br>
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Civil Engineering for practicing and Design Engineers, Pergamon Press Ltd, Vol 2 No. 4 pp 387-407
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 ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
"Proceedings 1st International Conference on the Application of Stress-Wave, Theory on Piles, Stockholm, 1980"
