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https://hdl.handle.net/11681/10117| 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 H-piles Vibratory hammers Piling Pile drivers Sandy soils Sand |
| 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. |
| URI: | http://hdl.handle.net/11681/10117 |
| Appears in Collections: | Miscellaneous Paper |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| MP-GL-88-28.pdf | 8.64 MB | Adobe PDF |  View/Open |