Utilisation of Recycled Concrete Aggregates for Sustainable Porous Asphalt Pavements

C. Nwakaire, S. P. Yap, C. C. Onn, C. W. Yuen, Seyed Mohammad Hossein Moosavi
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引用次数: 1

Abstract

The use of recycled concrete aggregates (RCA) for porous asphalts is a viable attempt towards waste management and sustainable conservation of natural resources. Installation of a porous asphalt wearing course is justified in highway pavements because it offers higher skid resistance, glare reduction, lesser traffic noise, reduction of hydroplaning, and mitigation of urban heat island phenomenon. The performance of porous asphalt mixtures containing 0%, 20%, 40%, 60%, 80% and 100% of coarse RCA as replacement for granite was studied and reported in this paper. The mixture containing 0% RCA was used as the control. The skid properties, permeability, water susceptibility and mechanical behaviour of the mixtures under various loading conditions were investigated. Blending granite and RCA in the porous asphalt mixture gave better Indirect Tensile Strength (ITS), rutting resistance, and impact strength indicators. The mixture with 60% RCA achieved desirable results in all tests. It exhibited the best performance based on its ITS and impact strength of 431 kPa and 380 J, respectively. These values were higher than the control by 3% and 30%, respectively. Utilisation of RCA in porous asphalt pavements is recommended based on the results of this study.
利用再生混凝土集料建造可持续多孔沥青路面
利用再生混凝土集料(RCA)制造多孔沥青是废物管理和可持续保护自然资源的可行尝试。在高速公路路面上安装多孔沥青耐磨层是合理的,因为它具有更高的防滑性、减少眩光、减少交通噪音、减少打滑和缓解城市热岛现象。本文研究并报道了含0%、20%、40%、60%、80%和100%粗RCA的多孔沥青混合料替代花岗岩的性能。以含0% RCA的混合物为对照。研究了混合料在不同载荷条件下的滑移性能、透气性、水敏感性和力学性能。在多孔沥青混合料中掺入花岗岩和RCA具有更好的间接抗拉强度(ITS)、抗车辙性和冲击强度指标。60% RCA的混合物在所有试验中均取得了理想的结果。其its和冲击强度分别为431 kPa和380 J,表现出最佳性能。这些数值分别比对照高3%和30%。根据本研究的结果,建议在多孔沥青路面中使用RCA。
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