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Studying the Influence of the Reclaimed Asphalt Pavement (RAP) on Local Deformation Properties of Asphalt Mixtures

机译:研究再生沥青路面(RAP)对沥青混合物局部变形性能的影响

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The present study focuses on the experimental investigation of the mechanical response of recycled asphalt mixtures (RAP) using a full-field measurement technique: the grid method. Four hot mixture asphalt (HMA) specimens containing 0, 20, 40, and 100% of RAP were prepared. Aggregates of different colors were selected in order to distinguish RAP and virgin aggregates. Compression tests were then carried out during which the displacement and strain fields were measured. It was found that the 100% RAP specimen exhibits highly concentrated strain distributions around the aggregates. Strain is more homogeneously distributed over the specimen surface of virgin mixes. The analysis of the local behavior of RAP showed a local stiffening of the binder along the border of the RAP aggregates. The obtained results highlight the difference in behavior between specimens both at the micro- and the macro-scales.
机译:本研究侧重于使用全场测量技术的再生沥青混合物(RAP)的实验研究:栅格方法。制备含有0,20,40和100%RAP的四种热混合物沥青(HMA)样品。选择不同颜色的聚集物,以区分RAP和Virgin集合物。然后进行压缩试验在此期间测量位移和应变场。发现100%RAP样本在聚集体周围表现出高度浓缩的应变分布。菌株更加均匀地分布在原始混合物的样本表面上。 RAP局部行为的分析显示沿RAP聚集体边界的粘合剂局部加强。所获得的结果突出显示微观和宏观标本之间的样本之间的行为差​​异。

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