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Low Temperature Performance Characteristics of Reclaimed Asphalt Pavement (RAP) Mortars with Virgin and Aged Soft Binders

机译:天然和老化软质结合料再生沥青路面(RAP)砂浆的低温性能特征

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Reclaimed asphalt pavement (RAP) has many advantages and is utilized to improve the high temperature properties of asphalt mixtures. Low temperature cracking is a predominant distress in asphalt pavements containing RAP materials. Thus, the evaluation of fracture resistance for asphalt mixtures containing RAP is of interest. The objective of this research is to explore the low temperature performance characteristics of RAP mortars containing sieved RAP and soft binders at three aged states. The stiffness values and m-values from bending beam rheometer (BBR) tests at three test temperatures of ?18 °C, ?12 °C and ?6 °C were obtained to conduct the minimum low temperature grades. RAP mortar with a higher aged binder content had a higher minimum low temperature regardless of RAP source. In addition, RAP mortars with virgin soft binder had the best low temperature resistance followed by the RAP mortars with rolling thin film oven (RTFO) and pressure-aged vessel (PAV) binders.
机译:再生沥青路面(RAP)具有许多优点,可用于改善沥青混合物的高温性能。低温开裂是含有RAP材料的沥青路面的主要困扰。因此,对包含RAP的沥青混合料的抗断裂性进行评估是很有意义的。这项研究的目的是探讨在3种老化状态下,含有过筛RAP和软粘结剂的RAP砂浆的低温性能特征。弯曲梁流变仪(BBR)在三个试验温度分别为18°C,12°C和6°C的条件下获得的刚度值和m值可进行最低的低温等级测试。无论RAP来源如何,具有较高时效粘结剂含量的RAP砂浆的最低低温都较高。此外,具有纯软粘结剂的RAP灰浆具有最佳的耐低温性,其次是具有滚动薄膜烘箱(RTFO)和压力老化容器(PAV)粘结剂的RAP灰浆。

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