Performance evaluation of surface treatment waste glass as aggregate in asphalt mixture

被引:6
作者
Yu, Miao [1 ]
Jin, Dongzhao [3 ]
Liu, Yu [2 ]
You, Zhanping [3 ]
Li, Yalong [4 ]
机构
[1] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing, Peoples R China
[2] Changan Univ, Sch Highway, South Erhuan Middle Sect, Xian 710064, Shaanxi, Peoples R China
[3] Michigan Technol Univ, Dept Civil Environm & Geospatial Engn, 1400 Townsend Dr, Houghton, MI 49931 USA
[4] Shanxi Transportat Technol Res & Dev Co Ltd, Taiyuan, Shanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Waste glass; Surface treatment process; Adhesiveness; Road performance; MOISTURE SENSITIVITY;
D O I
10.1016/j.cscm.2024.e03767
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Surface modification is a crucial strategy for enhancing the pavement performance of waste glass hot mix asphalt (HMA) mixtures. This study conducts a comparative analysis of various surface modification techniques to pinpoint the key factors that influence the interfacial interaction between waste glass and asphalt. To assess the performance of asphalt mixtures containing surface- treated waste glass, the study employed methods such as Energy Dispersive X-ray Spectroscopy (EDS), boiling water tests, and contact angle measurements, which helped to quantify surface morphology and the effectiveness of different treatments. The evaluation also included assessments of water stability, dynamic stability, small beam bending, and anti-skid properties. Findings revealed that applying a silane coupling agent to the waste glass significantly enhanced adhesion with asphalt, resulting in markedly improved pavement performance. The study identified that incorporating surface-treated waste glass at an optimal proportion of 6 % within the asphalt mixture led to a 42.3 % increase in dynamic stability and a 38.6 % enhancement in antiskid performance compared to standard mixtures. This research offers a comprehensive evaluation framework for surface modification techniques of waste glass, underscoring its potential to considerably improve road performance.
引用
收藏
页数:16
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