Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/11870
Full metadata record
DC FieldValueLanguage
dc.contributor.authorClark, Elmer F.-
dc.contributor.authorSimoni, O. W.-
dc.date.accessioned2016-06-20T14:26:19Z-
dc.date.available2016-06-20T14:26:19Z-
dc.date.issued1976-10-
dc.identifier.urihttp://hdl.handle.net/11681/11870-
dc.descriptionSpecial Report-
dc.descriptionAbstract: A survey of road construction and maintenance problems in central Alaska is presented. The problems of poor fill and foundation material, permafrost degradation under pavement and shoulders, slope instability, water erosion, road icing from subsurface seepage, and culvert icing are described. Possible solutions to road maintenance problems in central Alaska include the use of insulating materials in permafrost areas, MESL construction when non-frost-susceptible soils are unavailable, and the use of improved drainage in areas where extensive icing occurs. Bridge damage, erosion of sidehill cuts and embankment instability are also discussed and potential solutions are given. NOTE: This file is large. Allow your browser several minutes to download the file.-
dc.publisherCold Regions Research and Engineering Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1027584-
dc.relation.ispartofseriesSpecial report (Cold Regions Research and Engineering Laboratory (U.S.)) ; 76-8.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectAlaska-
dc.subjectPermafrost-
dc.subjectFrozen ground-
dc.subjectFrozen soils-
dc.subjectDrainage-
dc.subjectRoads-
dc.subjectMaintenance-
dc.subjectConstruction-
dc.subjectDesign-
dc.subjectRepair-
dc.subjectMembranes-
dc.subjectPavements-
dc.titleA survey of road construction and maintenance problems in central Alaska-
dc.typeReporten_US
Appears in Collections:Special Report

Files in This Item:
File Description SizeFormat 
SR-76-8.pdf23.27 MBAdobe PDFThumbnail
View/Open