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contributor authorWilliam D. Martin
contributor authorBradley J. Putman
contributor authorAndrew I. Neptune
date accessioned2017-05-08T21:57:27Z
date available2017-05-08T21:57:27Z
date copyrightJuly 2014
date issued2014
identifier other%28asce%29nh%2E1527-6996%2E0000021.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67376
description abstractThis research investigates the influence of aggregate gradation on the clogging characteristics of porous asphalt mixtures. Ten representative gradations used for open graded friction course (OGFC) applications from across the United States were used in this evaluation. The aggregate gradation was found to be strongly correlated to the macrotexture depth of the porous pavement and the permeability of the mixes both before and after clogging. Utilizing graded sand as the clogging material, it was also found that the operational (or secondary) clogging rate is approximately half of the measured initial clogging rate. Additionally, the operational clogging rate can be estimated from the
publisherAmerican Society of Civil Engineers
titleInfluence of Aggregate Gradation on Clogging Characteristics of Porous Asphalt Mixtures
typeJournal Paper
journal volume26
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000975
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 007
contenttypeFulltext


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