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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-
|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.|
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|