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玄武岩纤维直径对沥青玛蹄脂及沥青混合料性能的影响

Effect of Basalt Fiber Diameter on the Properties of Asphalt Mastic and Asphalt Mixture.

作者信息

Li Bo, Liu Minghao, Kang Aihong, Zhang Yao, Zheng Zhetao

机构信息

College of Civil Science and Engineering, Yangzhou University, Yangzhou 225100, China.

Research Center for Basalt Fiber Composite Construction Materials, Yangzhou 225127, China.

出版信息

Materials (Basel). 2023 Oct 16;16(20):6711. doi: 10.3390/ma16206711.

DOI:10.3390/ma16206711
PMID:37895693
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10608427/
Abstract

In this study, basalt fiber having two types of diameters (16 μm and 25 μm) was selected and added to asphalt mastic and asphalt mixtures using different fiber proportions. The influences of fiber diameters and proportions on the properties of asphalt mastic and mixtures were studied. The adhesion behavior of the fiber-asphalt mastic (FAM) interface was evaluated by a monofilament pullout test, and the rheological properties of FAM were evaluated by temperature sweep, linear amplitude sweep, and bending beam rheological tests. In addition, the high-temperature stability, intermediate and low-temperature cracking resistance, and water stability of fiber-modified mixtures were studied by wheel tracking, ideal cracking, a low-temperature bending beam, and a water-immersed Marshall test. The results showed that the interface adhesion behavior between 16 μm fiber and asphalt mastic was more likely in the fiber failure mode at both -12 °C and 25 °C. Adding basalt fiber can significantly improve the high-temperature and fatigue properties of asphalt mastics. Moreover, 16 μm fiber had a better modifying effect on asphalt mastic than 25 μm fiber. The same enhancement trend can be observed in asphalt mixtures. Basalt fibers with 16 μm diameters can improve the high-temperature performance of asphalt mixtures more significantly. In addition, 16 μm fiber could sharply enhance the cracking performance of the mixtures at intermediate and low temperatures, while the enhancing effect of 25 μm fiber on the mixture is insignificant, though both diameters of the fibers have a minor effect on the water stability.

摘要

在本研究中，选用了两种直径（16μm和25μm）的玄武岩纤维，并以不同的纤维比例添加到沥青玛蹄脂和沥青混合料中。研究了纤维直径和比例对沥青玛蹄脂及混合料性能的影响。通过单丝拔出试验评估纤维 - 沥青玛蹄脂（FAM）界面的粘结行为，并通过温度扫描、线性振幅扫描和弯曲梁流变试验评估FAM的流变性能。此外，通过车辙试验、理想开裂试验、低温弯曲梁试验和浸水马歇尔试验研究了纤维改性混合料的高温稳定性、中低温抗裂性和水稳定性。结果表明，在-12℃和25℃时，16μm纤维与沥青玛蹄脂之间的界面粘结行为更倾向于纤维破坏模式。添加玄武岩纤维可显著提高沥青玛蹄脂的高温和疲劳性能。此外，16μm纤维对沥青玛蹄脂的改性效果优于25μm纤维。在沥青混合料中也观察到相同的增强趋势。直径为16μm的玄武岩纤维能更显著地提高沥青混合料的高温性能。此外，16μm纤维可大幅提高混合料在中低温下的抗裂性能，而25μm纤维对混合料的增强作用不显著，不过两种直径的纤维对水稳定性的影响都较小。

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Effects of Fiber Diameter on Crack Resistance of Asphalt Mixtures Reinforced by Basalt Fibers Based on Digital Image Correlation Technology.
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