期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 384, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2023.131370
关键词
Anhydrous calcium sulfate whiskers (ACSW); Surface co -treatment; Modified asphalt; Microstructural analysis; Interaction mechanism; Road pavement engineering
In this study, anhydrous calcium sulfate whiskers (ACSW) were surface-treated with sodium carbonate and stearic acid to prepare inorganic-organic surface-co-treated ACSW modified asphalt. The effects of the co-treated ACSW on asphalt binder properties were examined using various tests, and the results showed that the co-treated ACSW improved the high-temperature stability and deformation resistance properties of the asphalt. Microstructural analysis confirmed that the co-treated ACSW were physically modified with asphalt and uniformly distributed in the modified asphalt binder. This study provides a new concept for the surface treatment of ACSW for practical applications in asphalt road pavement engineering in high-temperature regions.
In this study, anhydrous calcium sulfate whiskers (ACSW) were surface-treated with sodium carbonate and stearic acid to prepare inorganic-organic surface-co-treated ACSW modified asphalt. To investigate the mechanism, the co-treated ACSW were characterized by X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), water contact angle (WCA), and scanning electron microscopy-energy dispersive spectroscopy (SEM-EDS). Additionally, the rough surface of the calcium stearate was examined. The effects of the co-treated ACSW on asphalt binder properties were examined using conventional tests (penetration, ductility, softening point, and storage stability) and rheological tests, such as dynamic shear rheometer (DSR) and multiple stress creep recovery (MSCR) tests. The results indicated that 2-3% of the co-treated ACSW enhanced the hightemperature stability and deformation resistance properties of asphalt but weaken the low-temperature performance to a lesser extent. Microstructural analysis showed that the co-treated ACSW were physically modified with asphalt and uniformly distributed in the modified asphalt binder. This study provides a new concept for the ACSW surface treatment for practical applications in asphalt road pavement engineering in high-temperature regions.
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