Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/10118
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dc.contributorTexas A & M University. Department of Civil Engineering-
dc.contributorUnited States. Army. Corps of Engineers. St. Louis District-
dc.contributor.authorLittle, Robert L.-
dc.contributor.authorBriaud, J.-L.-
dc.date.accessioned2016-06-20T13:52:41Z-
dc.date.available2016-06-20T13:52:41Z-
dc.date.issued1988-08-
dc.identifier.urihttp://hdl.handle.net/11681/10118-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: This study was performed to determine responses of single piles in sands subjected to cyclic lateral loading and compare the results with predicted responses based on in-situ pressuremeter tests. The pressuremeter method used for predicting pile response to monotonic lateral loading is applicable to piles which will experience little or no degradation in flexural stiffness such as steel piles and prestressed concrete piles loaded less than the prestress.-
dc.publisherGeotechnical Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1041765-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; GL-88-27.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectCohesionless soils-
dc.subjectSoil mechanics-
dc.subjectPressuremeter-
dc.subjectCyclic lateral loading-
dc.subjectSingle piles-
dc.subjectPiling-
dc.subjectSand-
dc.subjectSandy soils-
dc.titleFull scale cyclic lateral load tests on six single piles in sand-
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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