| dc.creator | Hayes, Curtis J. | |
| dc.date.accessioned | 2018-12-05T16:30:50Z | |
| dc.date.available | 2018-12-05T16:30:50Z | |
| dc.date.issued | 1980-12 | |
| dc.identifier.govdoc | FHWA-OK-81-3 | |
| dc.identifier.other | Oklahoma Department of Transportation State Planning and Research item number 239 | |
| dc.identifier.uri | https://hdl.handle.net/11244/316269 | |
| dc.description.abstract | This 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.format.extent | 73 pages | |
| dc.format.extent | 11,372,069 bytes | |
| dc.format.medium | application.pdf | |
| dc.language | en_US | |
| dc.relation.ispartofseries | No | |
| dc.relation.requires | Adobe Acrobat Reader | |
| dc.title | Bearing capacities and characterization of compressible clayey and silty foundation soils in Oklahoma (FHWA-OK-81-3) 239 | |
| dc.type | Technical Report | |
| dc.description.version | Final Report July 1975-December 1980 | |
| dc.description.peerreview | No | |
| dc.type.material | text | |
| dc.subject.keywords | Soil properties | |
| dc.subject.keywords | Water tables | |
| dc.subject.keywords | Alluvium | |
| dc.subject.keywords | Settlement | |
| dc.subject.keywords | Bearing capacity | |
| dc.contributor.sponsor | Oklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation | |
