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The Mechanism of Asphalt Modification by Crumb Rubber 被引量:6
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作者 Zhang Xiaoying Xu Chuanjie 《China Petroleum Processing & Petrochemical Technology》 SCIE CAS 2012年第3期39-43,共5页
To investigate the mechanism of asphalt modification by crumb rubber,the interactions between FCC slurry and rubber particles were evaluated at different temperatures and time.The rules of the change in mass of SARA c... To investigate the mechanism of asphalt modification by crumb rubber,the interactions between FCC slurry and rubber particles were evaluated at different temperatures and time.The rules of the change in mass of SARA composition in FCC slurry were obtained before and after its interaction with rubber particles,which showed that crumb rubber not only absorbed saturates and aromatics but also resins.Asphaltenes promoted the desulfurization or degradation of crumb rubber during the interaction between asphalt and crumb rubber. 展开更多
关键词 ASPHALT crumb rubber MECHANISM MODIFICATION SARA composition
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The Correlation between Density and Low-Temperature Creep Property of Asphalt 被引量:2
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作者 Zhang Xiaoying Xu Chuanjie 《China Petroleum Processing & Petrochemical Technology》 SCIE CAS 2012年第2期31-38,共8页
The density of asphalt was measured with the pycnometer and densitometer. Creep properties of the asphalt were investigated with the bending beam rheometer at temperatures ranging from 0 ~C to -36 ~C. The asphalt dens... The density of asphalt was measured with the pycnometer and densitometer. Creep properties of the asphalt were investigated with the bending beam rheometer at temperatures ranging from 0 ~C to -36 ~C. The asphalt density data used to correlate with the creep properties were calculated from the regression equation of density and temperature. The asphalt sample used to determine the creep property was aged by the standard RTFOT test and the PAV test. The test results showed that the asphalt density had a linear relationship with temperature changes. The logarithm of the creep stiffness and the slope of the logarithm of the stiffness at 60 seconds all demonstrated a linear relationship with the density, and the regression coefficient of these data was around 0.99. The creep stiffness and the slope of the creep stiffness can be calculated from the asphalt density at the same temperature. 展开更多
关键词 ASPHALT DENSITY creep stiffness low-temperature property
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