Slope stability of certain selected colluvial soils - implementation package

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorHayes, Curtis J.
dc.date.accessioned2019-03-08T19:47:27Z
dc.date.available2019-03-08T19:47:27Z
dc.date.issued1978-11
dc.description.abstractThe purpose of this report is to inform State Design, Construction, and Maintenance Engineers of accepted procedures for the investigation and design of potential landslide prone areas. State Materials and Geotechnical Engineers should be consulted for design recommendations. This report contains a sequential procedure for determining areas of landslide potential. The sequence begins with observations which can be made in the office progressing through field reconnaissance and testing to roadway design. Some sample specifications relating to internal drainage methods are offered in the appendices.
dc.description.peerreviewNo
dc.description.versionJuly 1977-November 1978
dc.format.extent52 pages
dc.format.extent8,989,063 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK
dc.identifier.otherOklahoma Department of Transportation State Planning and Research
dc.identifier.urihttps://hdl.handle.net/11244/317578
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsSlope stability
dc.subject.keywordsCollovium
dc.subject.keywordsPermeability
dc.subject.keywordsDrainage
dc.titleSlope stability of certain selected colluvial soils - implementation package
dc.typeTechnical Report
dc.type.materialtext

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