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contributor authorTianjian Ji
contributor authorLei Xiao
contributor authorFeng Chen
date accessioned2022-01-30T20:57:14Z
date available2022-01-30T20:57:14Z
date issued12/1/2020 12:00:00 AM
identifier other%28ASCE%29MT.1943-5533.0003468.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267403
description abstractPorous asphalt pavement can reduce noise and improve road safety and driving comfort on rainy days. The seepage model derived from the one-way gradient flow theory cannot truly reflect the seepage process of rainwater inside the drainage layer. In this study, the drainage performance of porous asphalt pavement with different designs was evaluated using a three-dimensional seepage finite element method (FEM), and the drainage capacity of porous asphalt pavement was calculated using short-term rainfall intensity. The results indicated that the drainage capacity of porous asphalt pavement can be effectively improved by increasing cross slopes, the surface course layer thickness, and the permeability coefficient of porous asphalt mixture. Moreover, the pavement width had a significant impact on the drainage performance of porous asphalt pavement.
publisherASCE
titleParametric Analysis of the Drainage Performance of Porous Asphalt Pavement Based on a 3D FEM Method
typeJournal Paper
journal volume32
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003468
page9
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
contenttypeFulltext


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