Performance Characterization of Asphalt Mixture Modified with One-component Polyurethane

IF 1.3 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Proceedings of the Institution of Civil Engineers-Construction Materials Pub Date : 2022-10-06 DOI:10.1680/jcoma.22.00062
Guoyang Lu, Rui Li, Gaoyang Li, Z. Leng, Haopeng Wang
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Abstract

Using polyurethane (PU) modified asphalt for paving purposes has recently gained increasing interest in both academia and industry. This study aims to characterize the engineering performance of the asphalt mixture modified with one-component PU and explore its adhesive mechanism. To achieve this objective, PU modified bitumen and asphalt mixture of two different PU contents (10% and 30%) were prepared. Various laboratory material property tests, such as rotational viscosity test of binder, Marshall test, indirect tensile strength test, Hamburg wheel-tracking test, moisture susceptibility, and indirect tensile fatigue test of PU modified mixture, were performed. Fourier transform infrared spectroscopy test was carried out to explore the adhesive mechanism between PU-modified binder and aggregate. The results indicated that the overall performances of asphalt mixture were increased significantly by PU prepolymer, including increased Marshall stability, indirect tensile strength, and resistance to moisture damage, rutting and fatigue damage. It was found that PU prepolymer can react with the hydroxyl groups on the aggregate surface, which contributed to better performance of asphalt mixture. The findings of this study may facilitate the further practical applications of one-component PU-modified bituminous materials in the pavement industry.
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单组分聚氨酯改性沥青混合料的性能表征
近年来,聚氨酯(PU)改性沥青在路面上的应用越来越受到学术界和工业界的关注。本研究旨在对单组分聚氨酯改性沥青混合料的工程性能进行表征,并探讨其粘接机理。为实现这一目标,制备了PU改性沥青和两种不同PU含量(10%和30%)的沥青混合料。进行了粘结剂旋转粘度试验、马歇尔试验、间接拉伸强度试验、汉堡轮跟踪试验、湿敏感性试验、PU改性混合料间接拉伸疲劳试验等室内材料性能试验。采用傅里叶变换红外光谱法对pu改性粘结剂与骨料的粘结机理进行了探讨。结果表明:PU预聚物的加入显著提高了沥青混合料的马歇尔稳定性、间接抗拉强度、抗湿损伤、车辙损伤和疲劳损伤等综合性能。结果表明,聚氨酯预聚体能与骨料表面的羟基发生反应,从而提高沥青混合料的性能。本研究结果可为单组分pu改性沥青材料在路面工业中的进一步实际应用提供参考。
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CiteScore
3.80
自引率
0.00%
发文量
23
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