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Publications tagged with [toe resistance]

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PILE CAPACITY BY DIRECT CPT AND CPTU METHODS APPLIED TO 102 CASE HISTORIES (1997)
This paper describes six methods to determine axial pile capacity directly from cone penetration tests data.
Reference: "Canadian Geotechnical Journal, Vol. 34, No. 6., pp. 886 - 904, 1997"
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 ...
Reference: "Symposium on Predicted and Observed Behavior of Piles, R.J. Finno, Editor, ASCE Geotechnical Special Publication No. 23, pp. 293 - 302."