Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/10117
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dc.contributorBriaud Engineers (Firm)-
dc.contributorUnited States. Army. Corps of Engineers. Lower Mississippi Valley Division.-
dc.contributor.authorTucker, Larry, 1957--
dc.contributor.authorBriaud, J.-L.-
dc.date.accessioned2016-06-20T13:52:40Z-
dc.date.available2016-06-20T13:52:40Z-
dc.date.issued1988-08-
dc.identifier.urihttp://hdl.handle.net/11681/10117-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: 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.-
dc.publisherGeotechnical Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1041764-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; GL-88-28.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectAxial loading-
dc.subjectImpact hammers-
dc.subjectH-piles-
dc.subjectVibratory hammers-
dc.subjectPiling-
dc.subjectPile drivers-
dc.subjectSandy soils-
dc.subjectSand-
dc.titleAxial response of three vibratory and three impact driven H-piles in sand-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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