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Strength and Micro-Mechanism Analysis of Cement-Emulsified Asphalt Cold Recycled Mixture

机译:水泥乳化沥青冷再生混合料的强度及微观机理分析

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摘要

The strength of EACRM (emulsified asphalt cold recycled mixture) is closely related to the properties and proportion of raw materials. In this paper, the strength formation mechanism of EACRM was first studied through microscopic analysis, and the influence regular of aggregate gradation, emulsified asphalt, water consumption, cement consumption, and other factors on its strength was analyzed through a series of laboratory tests. The analysis results show that the asphalt binder plays the role of cementing material in cement emulsified asphalt mortar. The combination of cement and emulsified asphalt is a physical combination. The hydration product not only increases the viscosity of asphalt cement, but also makes the surface of asphalt cement become uneven, which increases the adhesion area with the aggregate. Therefore, the microstructure of the interface between mortar and aggregate is improved. The bonding force of the interface and the mechanical properties of concrete are improved. Due to the influence of recycled asphalt pavement (RAP) materials, the excessive amount of emulsified asphalt and cement are not conducive to improve the strength of cold recycled mixture. Through experiments, the optimal amount of emulsified asphalt and cement is determined as 2.9% and 1.5%, respectively, for the RAP materials. At the same time, improving the performance of emulsified asphalt and adding quicklime and organic activator are also helpful to improve the strength of a cold recycled mixture.
机译:EACRM(乳化沥青冷再生混合物)的强度与原料的性质和比例密切相关。本文首先通过微观分析研究了EACRM的强度形成机理,并通过一系列实验室试验分析了骨料级配,乳化沥青,水消耗,水泥消耗等因素对其强度的影响规律。分析结果表明,沥青粘结剂在水泥乳化沥青砂浆中起胶结材料的作用。水泥和乳化沥青的组合是物理组合。水合产物不仅增加了沥青水泥的粘度,而且使沥青水泥的表面变得不平坦,这增加了与骨料的粘合面积。因此,改善了砂浆和骨料之间的界面的微观结构。界面的结合力和混凝土的机械性能得到改善。由于再生沥青路面(RAP)材料的影响,乳化沥青和水泥的过量使用不利于提高冷再生混合物的强度。通过实验,确定了RAP材料的乳化沥青和水泥的最佳用量分别为2.9%和1.5%。同时,提高乳化沥青的性能并添加生石灰和有机活化剂也有助于提高冷再生混合物的强度。

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