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contributor authorArnold D. Kerr
contributor authorW. Alex Dallis, Jr.
date accessioned2017-05-08T21:02:05Z
date available2017-05-08T21:02:05Z
date copyrightJanuary 1985
date issued1985
identifier other%28asce%290733-947x%281985%29111%3A1%2833%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36179
description abstractBlowups of concrete pavements are caused by axial compression forces induced in the pavements by a rise in temperature and moisture. Although numerous papers and reports have been published on this subject, they have not yet resulted in the development of a generally accepted analysis. The purpose of the study is to establish the blowup mechanism for concrete pavements and to provide an analysis for problems of this type. The analysis presented is based on the assumption that blowups are caused by lift‐off buckling of the pavement. A “safe” temperature and moisture increase in the pavement was defined; how it is affected by various pavement‐subgrade parameters is shown.
publisherAmerican Society of Civil Engineers
titleBlowup of Concrete Pavements
typeJournal Paper
journal volume111
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1985)111:1(33)
treeJournal of Transportation Engineering, Part A: Systems:;1985:;Volume ( 111 ):;issue: 001
contenttypeFulltext


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