Implementation of research findings - drilled shaft investigation (FHWA-OK-81-06) 602

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorPourkhosrow, Ghasem
dc.date.accessioned2018-12-05T16:30:53Z
dc.date.available2018-12-05T16:30:53Z
dc.date.issued1981-12
dc.description.abstractThe purpose of this report is to establish soil properties of Oklahoma flood plain (alluvial) soils for drilled shaft design. Also, to establish a correlation between shear strength (Su) obtained from unconfined compression test and N values obtained from both Texas Cone Penetrometer and Standard Penetration Test for Oklahoma flood plain soils. This study evaluates a variety of alluvial soils at seven sites throughout the state of Oklahoma. For each site Texas and Standard Penetrometers were used to find N values for different types of soils in flood plain deposits.
dc.description.peerreviewNo
dc.description.versionFinal Report December, 1981
dc.format.extent49 pages
dc.format.extent2,198,424 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK-81-06
dc.identifier.otherOklahoma Department of Transportation State Planning and Research Item Number 602
dc.identifier.urihttps://hdl.handle.net/11244/316271
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsAlluvial soils
dc.subject.keywordsCone penetrometer
dc.subject.keywordsStandard penetration test
dc.subject.keywordsUnconfined compression test
dc.titleImplementation of research findings - drilled shaft investigation (FHWA-OK-81-06) 602
dc.typeTechnical Report
dc.type.materialtext

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