Bearing capacities and characterization of compressible clayey and silty foundation soils in Oklahoma (FHWA-OK-81-3) 239

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorHayes, Curtis J.
dc.date.accessioned2018-12-05T16:30:50Z
dc.date.available2018-12-05T16:30:50Z
dc.date.issued1980-12
dc.description.abstractThis study developes a characterization of alluvial soils in two river systems from the surface down to bedrock. Study sites were located in alluvial deposits where fill settlement is a problem. Continuous undisturbed soil samples were taken. Unconfined compression and consolidation tests were run on the soil layers. The field testing included the standard penetration test. Inclinometers were installed in an attempt to determine if creep existed in the weak soil layers of the alluvium.
dc.description.peerreviewNo
dc.description.versionFinal Report July 1975-December 1980
dc.format.extent73 pages
dc.format.extent11,372,069 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK-81-3
dc.identifier.otherOklahoma Department of Transportation State Planning and Research item number 239
dc.identifier.urihttps://hdl.handle.net/11244/316269
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsSoil properties
dc.subject.keywordsWater tables
dc.subject.keywordsAlluvium
dc.subject.keywordsSettlement
dc.subject.keywordsBearing capacity
dc.titleBearing capacities and characterization of compressible clayey and silty foundation soils in Oklahoma (FHWA-OK-81-3) 239
dc.typeTechnical Report
dc.type.materialtext

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