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contributor authorJorge Rodriguez-Hernandez
contributor authorDaniel Castro-Fresno
contributor authorAndrés H. Fernández-Barrera
contributor authorÁngel Vega-Zamanillo
date accessioned2017-05-08T21:49:11Z
date available2017-05-08T21:49:11Z
date copyrightMay 2012
date issued2012
identifier other%28asce%29he%2E1943-5584%2E0000501.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63364
description abstractPorous asphalt is used in Permeable Pavement Systems, but it is sensitive to surface clogging, which leads to a loss in its infiltration capacity. Test methods based on the use of permeable pavement models, which are manufactured in a laboratory and assessed under different clogging conditions, such as slope, rain, and runoff, have been widely applied to the study of permeable pavements with concrete blocks but not to the study of porous bituminous mixtures. The Cantabrian Fixed (CF) Infiltrometer has been used for the study of porous asphalt with void percentages between 20 and 33%. Three clogging scenarios were studied: 1) newly placed surface, 2) surface with an average maintenance level, and 3) clogged surface. Each clogging scenario was tested with five different slopes: 0, 2, 5, 8, and 10% and three repetitions. The direct rainfall simulation was produced by five lines of bubblers over the
publisherAmerican Society of Civil Engineers
titleCharacterization of Infiltration Capacity of Permeable Pavements with Porous Asphalt Surface Using Cantabrian Fixed Infiltrometer
typeJournal Paper
journal volume17
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000480
treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 005
contenttypeFulltext


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