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Influence of Binder Property and Mortar Thickness on High-Temperature Performance of Cold Recycled Mixtures with Asphalt Emulsion

机译:粘结剂性能和砂浆厚度对沥青乳液冷再生混合料高温性能的影响

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摘要

Four kinds of cold recycling (CR) mixtures with different asphalt emulsions were studied for their high-temperature performance in both binder properties and internal structures aspects. Digital image processing was introduced to determine the thickness spectrum for the asphalt mortar of the CR mixtures from a mesoscopic perspective. The time–temperature sweep (TTS) test was conducted to obtain the rheological parameters of each corresponding emulsified residue and the permanent deformation performance of each CR mixture was measured by dynamic creep test. A principle component analysis (PCA) was used to compare the typical performance parameters of the CR mixtures and find the factors controlling the rutting resistance of CR mixtures. The results show that the high-temperature performance of the CR mixtures with a modified emulsified asphalt showed improvements relative to the nominal case. Including Marshall stability, several parameters from the rheological properties of binder (G*/sinδ, flow number) and mortar thickness (max, range proportion 0–10 mm) could significantly influence the high-temperature performance and rutting resistance of the CR mixtures.
机译:研究了四种具有不同沥青乳液的冷再生(CR)混合物在粘合剂性能和内部结构方面的高温性能。引入了数字图像处理,从介观的角度确定了CR混合物的沥青砂浆的厚度谱。进行时间-温度扫描(TTS)测试以获得每种相应乳化残余物的流变参数,并通过动态蠕变测试测量每种CR混合物的永久变形性能。使用主成分分析(PCA)比较CR混合物的典型性能参数,并找到控制CR混合物耐车辙性的因素。结果表明,与标称情况相比,改性乳化沥青改性的CR混合物的高温性能有所改善。包括马歇尔稳定性在内,粘合剂的流变特性(G * /sinδ,流量)和砂浆厚度(最大值,范围比例为0-10 mm)中的几个参数可能会显着影响CR混合物的高温性能和抗车辙性。

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