Substantiating the Choice and Optimizing the Parameters for the Technology of Hot Recycling of Asphalt Concrete Road Coating

V. Savenko, V. Honcharenko, Sergii Illiash, Anatoliy Mudrychenko, I. Balashov
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引用次数: 2

Abstract

The method of expert assessments has been used to substantiate that the most significant factors that significantly influence the mechanism and kinetics of technological processes of the regenerated mixture preparation are the temperature of its preparation and the content of the regenerating additive. We have investigated their influence on the physical-mechanical parameters of regenerated asphalt concrete, obtained using the technology of hot recycling of asphalt concrete pavement applying the «in place» method. The experimental research has established the dependences of the physical and mechanical parameters (water saturation, compressive strength at 0 °С and 50 °С) of regenerated asphalt concrete on the content of an additive and stirring temperature. The mathematical models have been constructed in the form of second-degree polynomials that describe the dependence of water saturation and strength at the compression of regenerated asphalt concrete on the temperature of preparation and the content of a regenerating additive. It has been established that increasing the stirring temperature increases compressive strength at 0 °С; at the same time, compressive strength at 50 °С and the measure of water saturation decreases. The increase in the regenerating additive reduces all the examined physical and mechanical indicators. Based on an analysis of the results obtained, we have determined the regions of rational values of the stirring temperature of loose asphalt-concrete crumbs (125‒135) °С, as well as the content of an additive (0.26‒0.28) %, when preparing hot asphalt concrete mixture. In terms of physical-technical indicators, the resulting mixture meets the requirements set by DSTU B V.2.7-119:2011 «Asphalt concrete mixes and road and airfield asphalt concrete. Technical specifications» for hot fine-grained asphalt mixtures. The reported results could prove useful when devising a technology of hot recycling of asphalt concrete pavement by the «in place» method and for studies related to its improvement
沥青混凝土路面涂料热回收工艺参数的选择与优化
采用专家评价的方法证实,对再生混合料制备工艺过程的机理和动力学影响最大的因素是制备温度和再生添加剂的含量。本文研究了它们对再生沥青混凝土物理力学参数的影响。再生沥青混凝土是利用沥青混凝土路面热回收技术,采用“就地”法获得的。试验研究建立了再生沥青混凝土的物理力学参数(含水饱和度、0°С和50°С抗压强度)与掺量和搅拌温度的关系。以二阶多项式的形式建立了数学模型,描述了再生沥青混凝土的含水饱和度和压缩强度与制备温度和再生添加剂含量的关系。在0°С时,提高搅拌温度可提高抗压强度;同时,在50°С时抗压强度减小,含水饱和度减小。再生添加剂的增加降低了所有检测的物理和机械指标。在对所得结果进行分析的基础上,确定了制备热沥青混凝土混合料时松散沥青-混凝土屑搅拌温度(125-135)°С和添加剂(0.26-0.28)%的合理范围。在物理技术指标方面,所得混合料符合DSTU B V.2.7-119:2011《沥青混凝土混合料和道路和机场沥青混凝土》的要求。热细粒沥青混合料技术规范。所报告的结果在设计“就地”方法热回收沥青混凝土路面的技术以及对其改进的相关研究时可以证明是有用的
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