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It is noted that field WMA pavements were surfaced with 15 mm of rubberized open-graded friction courses (ROGFC).
In this study, an open-graded friction courses (OGFC) mixture was at first weathered by an accelerated weathering machine (AWM).
Porous friction courses (PFCs) are mainly recommended as surface drainage layers on high-speed road-corridors and runway pavements.
Permeable Friction Courses (PFC) are asphalt mixtures characterized by high air void contents that are used as surface layers in conventional pavements, principally to achieve safer roads and control noise pollution.
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Porous Friction Course (PFC) is a hot mix asphalt with coarse-grained and the gap graded aggregate.
The open graded friction course (OGFC) mix performance and its effectiveness mostly depend on its permeability characteristics.
This study aims to identify the permanent deformation accumulation mechanisms of open graded friction course (OGFC) mixes under full-scale loading.
The stone mastic asphalt with a nominal aggregate size of 10 mm (SMA10) produced the highest total VOCs, while the polymer modified friction course (PMFC) had the lowest.
This study investigates the factors that affect the bonding strength between open-graded friction course (OGFC) and underlying layer through laboratory testing.
The application of open grade friction course (OGFC) is limited by problems such as mixture disintegration and relatively poor fatigue performance.
To add further definitions to this multi-name system, open-graded asphalt includes the subtypes: open-graded friction course and asphalt-treated permeable base.
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