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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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