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Experimental study of recycled asphalt mixtures with high percentages of reclaimed asphalt pavement (RAP)

机译:高百分比再生沥青路面(RAP)的再生沥青混合物的试验研究

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This paper presents an experimental study to characterize the mechanical behaviour of bituminous mixtures containing high rates of reclaimed asphalt pavement (RAP). Two semi-dense mixtures of 12 and 20 mm maximum aggregate size and containing 40% and 60% RAP, respectively (S-12 and S-20, in accordance with Spanish specifications), which were used for rehabilitation of a highway section, were evaluated. First, the effect of RAP variability on the recycled mixtures was analyzed. Their mechanical properties were then studied by determining the stiffness modulus and indirect tensile strength and cracking and fatigue behaviour. Results show that high rates of recycled material can generally be incorporated into bituminous mixes by proper characterization and handling of RAP stockpiles.
机译:本文提出了一项实验研究,以表征含有高比例再生沥青路面(RAP)的沥青混合物的机械性能。两种最大密度为12和20毫米,分别含有40%和60%RAP的半致密混合物(根据西班牙规范,分别为S-12和S-20)用于高速公路路段的修复。评估。首先,分析了RAP变异性对回收混合物的影响。然后通过确定刚度模量和间接拉伸强度以及开裂和疲劳行为来研究其机械性能。结果表明,通过正确表征和处理RAP储备,通常可以将高回收率的材料掺入沥青混合料中。

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