Your single point of reference for all your Geotechnical Inquiries
No reviews have been submitted for this Publication so far.
You must be registered in order to submit a review.
You must be registered in order to submit a review.
Share this Information:
|
|
|
WAVE EQUATION ANALYSIS AND DYNAMIC MONITORING (1984)
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 characteristics, soil resistance hammer efficiency, hammer and pile cushions parameters, and other.
Reference:
"Deep Foundations Journal Spring 1984, Deep Foundations Institute, Springfield, New Jersey, Vol. 1, No. 1, pp. 49 - 55"
"Deep Foundations Journal Spring 1984, Deep Foundations Institute, Springfield, New Jersey, Vol. 1, No. 1, pp. 49 - 55"
Organization:
University of Ottawa
Canada
University of Ottawa
Canada
User Rating:
You must be registered to vote.
