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Blending efficiency evaluation of plant asphalt mixtures using fluorescence microscopy

机译:使用荧光显微镜评估植物沥青混合料的混合效率

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摘要

With the use of high percentage recycled asphalt pavement (RAP), there is an increasing concern over how much of the aged binder in RAP that can be blended into virgin binder. In this study, a laboratory procedure was proposed based on fluorescence microscopy for quantifying the mobilization rate of aged binder in plant-produced RAP mixtures. This procedure was derived from the mean gray value of an asphalt-coated aggregate particle. A linear blending chart was developed and used to relate aged binder content to the mean gray value of binder blend. The mobilization rate of aged binder was calculated on the basis of surface area proportion of aggregates with different size. Three types of asphalt mixtures, including one warm mix with foaming technology, two hot mixes with or without rejuvenator, were used to validate the proposed method. Results indicated that the mobilization rate varied by aggregate type (virgin or RAP). Compared with hot mix, warm mix with foaming technology showed a slightly higher mobilization rate. (C) 2017 Elsevier Ltd. All rights reserved.
机译:通过使用高百分比的再生沥青路面(RAP),人们越来越担心RAP中的老化粘合剂可以掺入到原始粘合剂中。在这项研究中,提出了一种基于荧光显微镜的实验室程序,用于量化植物产生的RAP混合物中老化的粘合剂的迁移率。该程序是从沥青包覆的骨料颗粒的平均灰度值得出的。开发了线性混合图,并将其用于将老化的粘结剂含量与粘结剂混合物的平均灰度值相关联。根据不同尺寸的骨料的表面积比例,计算老化粘合剂的动员率。三种类型的沥青混合料,包括一种采用发泡技术的热混合料,两种采用或不采用再生剂的热混合料,均验证了该方法的有效性。结果表明,动员率随聚集体类型(原始或RAP)的不同而不同。与热混合相比,采用发泡技术的热混合显示出较高的动员率。 (C)2017 Elsevier Ltd.保留所有权利。

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