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Composition Design and Performance Evaluation of Emulsified Asphalt Cold Recycled Mixtures

机译:乳化沥青冷再生混合料的组成设计与性能评价

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摘要

Based on an analysis of the cold regeneration mechanism of emulsified asphalt, the emulsified asphalt binders and cement were applied to prepare the cold recycled mixtures, and the main technical performances of the designed mixtures were evaluated, including high-temperature stability, water stability, and fatigue characteristics. A high content of 65% recycled asphalt pavement (RAP) material was used with some new aggregates and mineral powders, and the optimal emulsified asphalt binder and cement dosages were determined as 2.9% and 1.5% respectively. The technical performance test results show that: (1) The well-designed emulsified asphalt cold recycled mixtures have good high-temperature stability and water stability, and can meet the requirements of the road base layer and the lower layer. (2) When the stress level is lower, the fatigue performance of mixtures with lower emulsified asphalt binder dosage and lower cement content is better, but when the stress level is higher, the high dosage of emulsified asphalt binder is more favorable, while the cement content has little effect on the fatigue property. (3) The emulsified asphalt cold recycled mixtures have relatively poor fatigue resistance, and their fatigue life is significantly lower than that of the hot mixed asphalt mixtures.
机译:在分析乳化沥青冷再生机理的基础上,采用乳化沥青粘合剂和水泥配制冷再生混合物,评估了所设计的混合物的主要技术性能,包括高温稳定性,水稳定性和耐高温性。疲劳特性。高含量65%的再生沥青路面(RAP)材料与一些新的骨料和矿物粉一起使用,确定的最佳乳化沥青粘合剂和水泥用量分别为2.9%和1.5%。技术性能试验结果表明:(1)精心设计的乳化沥青冷再生混合物具有良好的高温稳定性和水稳定性,可以满足路基层和下层的要求。 (2)应力水平越低,乳化沥青结合剂用量少,水泥含量低的混合物的疲劳性能越好,但应力水平越高,乳化沥青结合剂的高用量越有利,而水泥含量对疲劳性能影响很小。 (3)乳化沥青冷再生混合料的抗疲劳性较差,其疲劳寿命明显低于热混合沥青混合料。

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