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Publications tagged with [damping factor]
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Much of the agreement and non-agreement in such papers is due to that many of the comparisons include mistakes and a few sources of such are illustrated and explained. A case of over reliance on blow-count is presented.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
Stress Wave, Lisbon, 2008
Semblat J-F.
,
Duval A.-M.
et al.
The analysis of site effects is very important since the amplification of seismic motion in some specific areas can be very strong. In this paper, the site considered is located in the center of Nice on the French Riviera. Site effects are investigated considering ...
Filed under:
Earthquake Engineering -
Earthquake Investigation
Reference:
Soil Dynamics and Earthquake Engineering, 19(5), 2000, Pages 347-362
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
