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:
|
|
|
PREDICTION OF PILE CAPACITY (1989)
The method used for calculating pile capacity is based on the effective stress approach applying beta and Nt-coefficients to determine the shaft and toe resistances. The capacities of the two driven piles, the pipe pile and the H-pile, are assumed to be about equal and amount to 900 KN (100 tons) on the forthcoming third testing occasion.
Reference:
"Symposium on Predicted and Observed Behavior of Piles, R.J. Finno, Editor, ASCE Geotechnical Special Publication No. 23, pp. 293 - 302."
"Symposium on Predicted and Observed Behavior of Piles, R.J. Finno, Editor, ASCE Geotechnical Special Publication No. 23, pp. 293 - 302."
Organization:
University of Ottawa
Canada
University of Ottawa
Canada
User Rating:
You must be registered to vote.
