Design Optimization and Performance Evaluation of the Open-Graded Friction Course with Small Particle Size Aggregate

This study aims to optimize the bonding performance between the wearing course and the used pavement or the underlying layer and further improve the service quality and durability of the open-graded friction course with small particle size aggregate (ultrathin OGFC). The ultrathin OGFC including wat...

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Bibliographic Details
Main Authors: Hao Fu, Chaohui Wang, GongXin Yu, Qian Chen, Luqing Liu
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6668378
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