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Title: Axial response of three vibratory and three impact driven H-piles in sand
Authors: Briaud Engineers (Firm)
United States. Army. Corps of Engineers. Lower Mississippi Valley Division.
Tucker, Larry, 1957-
Briaud, J.-L.
Keywords: Axial loading
Impact hammers
Vibratory hammers
Pile drivers
Sandy soils
Publisher: Geotechnical Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; GL-88-28.
Description: Miscellaneous Paper
Abstract: A research program to compare the ultimate axial capacity of vibratory and impact driven H-piles in sand was conducted at a San Francisco, CA, site. The effects of time-lapse after driving was also studied. The piles were instrumented so that both pile tip loads and load transfer along the pile could be determined.
Rights: Approved for public release; distribution is unlimited.
Appears in Collections:Miscellaneous Paper

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