Morphological, thermochemical, and rheomechanical evaluation of self-healing performance of asphalt binder modified with hybrid-structured phase change material capsules

被引:2
|
作者
Tarbay, Eman W. [1 ,2 ]
Ragab, A. A. [3 ]
Gabr, Alaa R. [1 ]
El-Badawy, Sherif M. [1 ]
Awed, Ahmed M. [1 ]
机构
[1] Mansoura Univ, Fac Engn, Publ Works Engn Dept, Highway & Airport Engn Lab, Mansoura 35516, Egypt
[2] Nile Inst Engn & Technol, Civil Engn Dept, Mansoura 35511, Egypt
[3] Egyptian Petr Res Inst, Petr Applicat Dept, Cairo 11727, Egypt
关键词
Sustainable pavement structures; Self-healing; Hybrid-structured phase change material; capsules; Paraffin oil; Nano-silica fume; Aging; Performance evaluation; FATIGUE; MICROCAPSULES;
D O I
10.1016/j.conbuildmat.2024.137246
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Currently, sustainable pavement research focuses on modified asphalt binders with self-healing features for achieving durability and safety goals. This study assesses the self-healing behavior of asphalt binders incorporating innovative lab-manufactured hybrid-structured phase change material capsules (HPCMC). The HPCMC, using by-product paraffin oil as a core encapsulated by waste nano-silica fume as a shell, varied in core-to-shell ratios (0.5:1, 1:1, 2:1) and dosages (1 %, 3 %, 5 %, 7 %) by asphalt weight. Morphological, thermal, and chemical characterizations were conducted using scanning electron microscopy (SEM), transmission electron microscopy (TEM), thermal gravimetric analysis (TGA), and Fourier transform infrared spectroscopy (FTIR). Healing efficiency of unaged and short-term aged HPCMC-modified binders was evaluated using SEM and energy dispersive X-ray (EDX) for morphological and chemical analysis. Rheomechanics were examined through rotational viscosity (RV), performance grading (PG), multiple stress creep recovery (MSCR), strain sweep (SS), frequency sweep (FS), linear amplitude sweep (LAS), and linear amplitude sweep-based healing (LASH). Study findings exhibit superior healing in HPCMC-modified binders compared to unmodified ones, particularly at a 3 % dosage and 1:1 core-to-shell ratio in unaged conditions. This study also evaluates healing assessment criteria and validates the self-healing mechanism, indicating significant potential for the proposed approach to revolutionize pavement construction and maintenance.
引用
收藏
页数:21
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