Brief Report
Nov 1979

Pore-Water Pressures Induced by Pile Driving

Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 11

Abstract

In a recent pile-load testing program carried out by Ontario Hydro, steel H-piles were driven near Pickering, Ontario, and later tested to determine their uplift capacity in connection with the design of tower foundations for a new transmission line. Piezometers were installed on and in the vicinity of one test pile to determine the maximum pore pressures developed during pile driving and the rate of dissipation of these pressures with time.

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Journal of the Geotechnical Engineering Division
Volume 105Issue 11November 1979
Pages: 1349 - 1354

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Published in print: Nov 1979
Published online: Feb 11, 2021

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Nabil F. Ismael, M.ASCE
Asst. Prof., Kuwait Univ., Kuwait
Tony W. Klym
Supervising Engr., Ontario Hydro, Toronto, Ontario, Canada

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