几种填料对沥青混凝土基本力学性能的影响

Quynh-Anh Bui Thi
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引用次数: 0

摘要

填料是沥青混合料的必备成分之一。它对沥青混凝土的性能和行为也有非常重要的影响。本文介绍了常规石粉、硅酸盐水泥、稻壳灰、粉煤灰4种不同填料对Dmax为12.5 (AC12.5)的沥青混凝土力学性能影响的室内试验结果。研究中填料的含量为骨料总体积的5%。结果表明,不同填料设计的AC的力学性能(空隙、马歇尔稳定性、流动和保持稳定性)均满足越南交通部第858/2014号决定的规范要求。其中,采用常规石粉填料的混凝土的力学性能达到较好,整体效果稳定。虽然稻壳灰和粉煤灰填料在马歇尔稳定性和空隙率方面也有一定的改善,但使用稻壳灰和粉煤灰填料的AC不符合越南柔性路面设计标准22TCN 211 -06中推荐的弹性模量要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of several fillers on some basic mechanical properties of asphalt concrete
Filler is one of the mandatory ingredients in asphalt mixture. It also plays a very significant role in influencing the properties and behavior of asphalt concrete. This paper presents the results of laboratory experiments to determine the influence of 4 different fillers (including conventional stone powder, Portland cement, rice husk ash, and fly ash) on some mechanical properties of asphalt concrete with Dmax of 12.5 (AC12.5). The content of filler used in the study was 5% of the total volume of aggregate. The results show that the designed AC with different fillers have the mechanical properties (air void, Marshall stability, flow, and retaining stability) that meet the specification requirements of Vietnam Ministry of Transport Decision No. 858/2014. In which the mechanical properties of AC using conventional stone powder filler are achieved with an overall better and stable effect. Although rice husk ash and fly ash filler also have certain improvements in Marshall stability and air void, AC using rice husk ash and fly ash filler does not meet the requirement of elastic modulus recommended in the Vietnam standard for flexible pavement design 22TCN 211 -06.
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