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Effect of Aggregate Type on Asphalt–Aggregate Adhesion and Its Quantitative Characterization
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To study the effect of aggregate type on the adhesion between asphalt and aggregate, limestone, basalt, diabase, and 70# asphalt with SBS asphalt were selected. The mineral phase composition of the aggregates was analyzed by X-ray diffraction. The surface energy theory was used to calculate the adhesion work and the work of flaking. The modified water boiling method combined with image processing technology was used to quantitatively characterize the flaking behavior of the asphalt. The results show that the aggregate type is closely related to the asphalt–aggregate adhesion. The mineral compositions of different types of aggregates vary significantly, with limestone, being a strongly alkaline aggregate predominantly comprising CaCO3, exhibiting better adhesion with asphalt. The contact angle test and modified boiling method also yielded the same results, and the adhesion relationship with asphalt was limestone > basalt > diabase. Image processing technology effectively characterizes the spalling situation of asphalt and conducts quantitative analysis.
Title: Effect of Aggregate Type on Asphalt–Aggregate Adhesion and Its Quantitative Characterization
Description:
To study the effect of aggregate type on the adhesion between asphalt and aggregate, limestone, basalt, diabase, and 70# asphalt with SBS asphalt were selected.
The mineral phase composition of the aggregates was analyzed by X-ray diffraction.
The surface energy theory was used to calculate the adhesion work and the work of flaking.
The modified water boiling method combined with image processing technology was used to quantitatively characterize the flaking behavior of the asphalt.
The results show that the aggregate type is closely related to the asphalt–aggregate adhesion.
The mineral compositions of different types of aggregates vary significantly, with limestone, being a strongly alkaline aggregate predominantly comprising CaCO3, exhibiting better adhesion with asphalt.
The contact angle test and modified boiling method also yielded the same results, and the adhesion relationship with asphalt was limestone > basalt > diabase.
Image processing technology effectively characterizes the spalling situation of asphalt and conducts quantitative analysis.
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