Evaluation of Pigment-Modified Clear Binders and Asphalts: An Approach towards Sustainable, Heat Harvesting, and Non-Black Pavements

Gul Badin, Naveed Ahmad, Ying Huang, Yasir Mahmood
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Abstract

Pavement construction practices have evolved due to increasing environmental impact and urban heat island (UHI) effects, as pavements, covering over 30% of urban areas, contribute to elevated air temperatures. This study introduces heat-reflective pavements, by replacing conventional black bitumen with a clear binder and pigment-modified clear binders. Titanium dioxide white, zinc ferrite yellow, and iron oxide red pigments are used to give asphalt corresponding shades. The asphalt and bitumen specimens were subjected to thermal analysis in heat sinks, under varying solar fluxes. The pigment dosage was maintained at 4%, according to the weight of the total mix, for all pigment types. The samples were heated and cooled for 3 h and 2 h, respectively. Mechanical testing was conducted to ascertain the impact of temperature variations on both the neat clear binder (C.B) and pigmented C.B and asphalt mixture samples. Wheel tracking and dynamic modulus tests were conducted to evaluate their performance under high temperatures. The results indicate that non-black asphalt mixtures exhibit significant temperature reductions, up to 9 °C, which are further enhanced by pigmented binders, up to 11 °C. It was found that asphalt with a clear or transparent binder demonstrated lower temperatures and faster heat dissipation in extreme conditions. Moreover, C.B asphalt mixtures displayed a rut resistance of 15%, with the pigmented C.B asphalt mixture showing a remarkable rut resistance of 73%, outperforming conventional asphalt. Non-black mixtures, especially C.B + zinc ferrite, showed improved resistance to permanent deformation in dynamic modulus tests.
评估颜料改性透明粘合剂和沥青:实现可持续、热量收集和非黑色路面的方法
由于环境影响和城市热岛(UHI)效应日益严重,人行道施工方法也在不断发展,因为人行道覆盖了 30% 以上的城市区域,导致空气温度升高。本研究采用透明粘结剂和颜料改性透明粘结剂取代传统的黑色沥青,推出了热反射路面。二氧化钛白、铁氧体锌黄和氧化铁红颜料可赋予沥青相应的色调。沥青和沥青试样在散热器中进行热分析,太阳通量各不相同。所有颜料类型的颜料用量均保持在混合料总重量的 4%。样品分别加热和冷却 3 小时和 2 小时。进行了机械测试,以确定温度变化对纯透明粘结剂(C.B)和颜料 C.B 及沥青混合料样品的影响。还进行了车轮跟踪和动态模量测试,以评估它们在高温下的性能。结果表明,非黑色沥青混合料的降温效果明显,最高可达 9 °C,而颜料粘结剂的降温效果则进一步增强,最高可达 11 °C。研究发现,在极端条件下,透明或透明粘结剂沥青的温度更低,散热更快。此外,C.B 沥青混合料的抗车辙性能提高了 15%,其中颜料 C.B 沥青混合料的抗车辙性能显著提高了 73%,超过了传统沥青。非黑色混合物,尤其是 C.B + 锌铁氧体,在动态模量测试中显示出更强的抗永久变形能力。
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