Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/10358
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dc.contributorUnited States. Assistant Secretary of the Army (R & D)-
dc.contributor.authorBarker, Walter R.-
dc.date.accessioned2016-06-20T13:54:39Z-
dc.date.available2016-06-20T13:54:39Z-
dc.date.issued1982-09-
dc.identifier.urihttp://hdl.handle.net/11681/10358-
dc.descriptionMiscellaneous Paper-
dc.descriptionAbstract: A simplified procedure has been developed for considering roughness in pavement design. The procedure utilizes statistical parameters to generate stochastic pavement material properties and profiles. A methodology was developed for predicting the rutting of a pavement section due to applied traffic. Thus the predicted rut depth can be applied to the profiles yielding a predicted surface profile. This profile can then be used to determine a measure of pavement roughness.-
dc.publisherGeotechnical Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1042072-
dc.relation.ispartofseriesMiscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; GL-82-11.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectPavement design-
dc.subjectRut depth-
dc.subjectSurface roughness-
dc.subjectConcrete pavements-
dc.titlePrediction of pavement roughness-
dc.typeDOCUMENT-
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