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Moisture and Rutting Resistances of Foamed Asphalt Mixtures Containing Recycled Coal Ash or Shingles With Moist Aggregates

机译:含再生粉煤灰或带湿骨料的带状板的泡沫沥青混合物的防潮性和抗车辙性

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摘要

The objective of this study was to evaluate the laboratory moisture and rutting susceptibility of foamed warm mix asphalt (WMA) mixtures containing moist aggregates and recycled materials such as manufactured roofing shingles and coal ash material. The test properties of these mixtures included the indirect tensile strength (ITS), tensile strength ratio, flow value, and rut depth of dry and wet specimens. The experimental design included two percentages of coal ash (10 % and 5 % by weight of the aggregate), two shingle contents (5 % and 3 % by weight of the aggregate), foaming WMA and control mixtures, and two aggregate sources (containing approximately 0.5 % moisture). A total of 24 mix designs were used in this study. The test results indicate that the aggregate source significantly affected the moisture and rutting resistance, regardless of the foaming technology and/or recycled material type. In addition, the dry and wet rut depth values of mixtures containing moist aggregate generally satisfied the demand of pavement performance without requiring additional treatment. Moreover, all mixtures have high dry and wet ITS values as using recycled shingle and coal ash materials along with hydrated lime or liquid anti-stripping additive. Furthermore, the utilization of recycled coal ash and roofing shingles significantly improved the moisture and rutting resistance of WMA mixtures.
机译:这项研究的目的是评估含有湿骨料和再生材料(如人造屋顶瓦和粉煤灰材料)的泡沫热混合沥青(WMA)混合物的实验室湿度和车辙敏感性。这些混合物的测试特性包括干,湿样品的间接拉伸强度(ITS),拉伸强度比,流量值和车辙深度。实验设计包括2%的煤灰(占骨料的10%和5%),2种带状煤含量(占骨料的5%和3%),WMA和对照混合物起泡以及两种骨料来源(含约0.5%的水分)。这项研究总共使用了24种混合设计。测试结果表明,无论发泡技术和/或再生材料的类型如何,集料来源都会显着影响水分和耐车辙性。另外,含有湿骨料的混合物的干和湿车辙深度值通常可以满足路面性能的要求,而无需额外的处理。此外,所有混合物使用回收的带状板和粉煤灰材料以及熟石灰或液体抗剥离添加剂,均具有较高的干,湿ITS值。此外,利用回收的煤灰和屋顶瓦可以显着改善WMA混合物的水分和耐车辙性。

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