4.7 Article

Analysis of nanoscale evolution features of microstructure of asphalt based on atomic force microscopy

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 409, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2023.133958

Keywords

Asphalt; Surface morphology; Roughness; AFM; Beelike structure

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This study utilized an atomic force microscope to observe the surface morphology of asphalt at the nanoscale and used roughness theory for quantitative assessment. The results showed that the characteristics of asphalt, such as type, aging state, immersion time, chloride salt concentration, and modifiers, influenced its microstructural evolution and surface roughness. Different asphalt types exhibited variations in beelike structures and roughness, and aging led to a rougher surface and a decrease in beelike structures. Immersion time and chloride salt concentration affected the interaction between water and asphalt components, causing microstructural damage and changes in surface morphology. Modifier addition affected the dispersion and appearance of beelike structures. The study provides insights into the microstructural evolution of asphalt and its influencing factors.
To reveal the microstructural evolution of asphalt at the nanoscale, this study utilizes an atomic force microscope (AFM) to observe the surface morphology of asphalt and employs roughness theory for its quantitative assessment. The effects of asphalt type, aging state, immersion time, chloride salt concentration, and modifiers on beelike structures and roughness were comprehensively considered. The results demonstrated that the area and number of beelike structures, as well as the roughness, varied with different asphalt types. After aging, the surface morphology of the asphalt became rougher, leading to an increase in surface roughness, while both the number and area of the beelike structures in the asphalt showed a decreasing trend. With increasing immersion time, water penetrated into the asphalt and interacted with its components, disrupting the colloidal structure under dry conditions and causing microstructural damage and peeling. Consequently, distinct nanoscale protrusions and white spots appeared on the asphalt surface. Moreover, the total area of beelike structures decreased, and the roughness parameters increased with an increase in chloride salt concentration. Compared to matrix asphalt, the beelike structures in crumb rubber (CR) modified asphalt disperse into finer, speckled blackand-white patterns. The styrene-butadiene-styrene (SBS) modifier forms a stable three-dimensional spatial network structure within the asphalt, diminishing the difference between beelike and non-beelike structures. In the original state, the average roughness (Ra) and root mean square roughness (Rq) of PJ90/CR are 63.0% and 74.0% lower than those of PJ90, respectively. Meanwhile, the Ra and Rq of PJ90/SBS are 42.7% and 46.9% lower than those of PJ90, respectively.

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