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contributor authorRichard W. Sharp
contributor authorJohn R. Booker
date accessioned2017-05-08T21:01:59Z
date available2017-05-08T21:01:59Z
date copyrightJanuary 1984
date issued1984
identifier other%28asce%290733-947x%281984%29110%3A1%281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36130
description abstractProcedures for the analysis of the shakedown of pavements are developed. The approach employed models the elastoplastic behavior of a horizontally‐layered continuum subjected to repeated moving loads, and permits the incremental process of pavement failure to be considered. Following an examination of the effect of materials and geometry upon the shakedown of a half‐space and a two‐layer continuum, the analysis is applied to the results of a comprehensive road test. It is found that pavement shakedown may be both observed and satisfactorily predicted, and further that the life under traffic of weaker pavements may be conveniently estimated. An outline of a possible design approach utilizing the theory concludes the paper.
publisherAmerican Society of Civil Engineers
titleShakedown of Pavements Under Moving Surface Loads
typeJournal Paper
journal volume110
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1984)110:1(1)
treeJournal of Transportation Engineering, Part A: Systems:;1984:;Volume ( 110 ):;issue: 001
contenttypeFulltext


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