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contributor authorArnold D. Kerr
date accessioned2017-05-08T21:03:26Z
date available2017-05-08T21:03:26Z
date copyrightMarch 1997
date issued1997
identifier other%28asce%290733-947x%281997%29123%3A2%28123%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36993
description abstractThe assessment is based on the analyses of pavement blowups presented by the writer and his coworkers Dallis and Shade. The introduction reviews briefly the various early attempts to clarify the blowup phenomenon. The next section describes the blowup mechanism, the adopted criterion of the “safe temperature increase,” and an outline of the analytical methodology this presentation is based on. The third section contains the analytical solutions for three typical pavement problems, the description of steps for their numerical evaluation as well as a list of the used pavement parameters, and a graphical presentation of the obtained results. The fourth and fifth sections contain a discussion of the practical implications of the presented results for concrete pavement design, as well as for assessing pavement blowups after years of service. Also presented are a number of specific pavement problems and suggestions of full-scale tests for the determination of the identified pavement parameters.
publisherAmerican Society of Civil Engineers
titleAssessment of Concrete Pavement Blowups
typeJournal Paper
journal volume123
journal issue2
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1997)123:2(123)
treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 002
contenttypeFulltext


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