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contributor authorJohn E. Haddock
contributor authorAdam J. T. Hand
contributor authorHongbing Fang
contributor authorThomas D. White
date accessioned2017-05-08T21:04:34Z
date available2017-05-08T21:04:34Z
date copyrightFebruary 2005
date issued2005
identifier other%28asce%290733-947x%282005%29131%3A2%28131%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37716
description abstractFor years researchers and practitioners alike in the pavements and materials industry have been performing forensic analyses to determine the origin of hot-mix asphalt pavement permanent deformation (rutting) failures. The investigations typically involve traffic control, coring, excavation, and significant materials testing. These investigations are costly and very inconvenient for road users. Although expensive and inconvenient the investigations are necessary in order to plan appropriate rehabilitation activities. Under the National Cooperative Highway Research Program Project 1-34A, a method has been developed to determine the relative contributions of structural layers to total rutting in flexible pavements from a simple analysis of a pavement’s transverse surface profile. A recommended test method in standard format was developed that provides the industry with an extremely valuable analytical tool that could eliminate the need for expensive and inconvenient forensic analyses in many cases.
publisherAmerican Society of Civil Engineers
titleDetermining Layer Contributions to Rutting by Surface Profile Analysis
typeJournal Paper
journal volume131
journal issue2
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2005)131:2(131)
treeJournal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 002
contenttypeFulltext


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