Experimental Research on Compatibility between SBS Modifier and Base Asphalt

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Abstract:

Firstly we analyzed the effect of the type of matrix asphalt, the dosage of SBS modifier and shear time on the properties of SBS modified asphalt with the analysis method of Multi-factor, then we analyzed the mechanism of interaction between SBS modifier and matrix asphalt based on the four-component test analysis. The results showed that different types of matrix asphalt had different modification effect. Among them, the matrix asphalt A and SBS modifier had the best compatibility. The high content of asphaltene helped to improve the temperature properties of asphalt, the asphalt with high content of aromatic was much easier to be modified. As the dosage of SBS modifier reached 4.2%, the interconnected network had been formed, the modification effect achieved the optimal result, but the modification effect would be reduced with an additional contribution of SBS modifier. With the prolonged shear time, SBS modifier could be dispersed in the matrix asphalt more uniformly, however, the shear time should not be too long, the optimum shear time is 40min.

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1090-1094

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Chen HuaXin, Wang Bing-gang. Analysis of Interaction Mechanism Between Base Asphalt and SBS Polymer [J]. Road, 2007, 2; 134-137.

Google Scholar

[2] Sun MeiLi, Hao YeJun, Fang YouLi. Compatibility Laboratory Research of Modifying Agent and Basic Asphalt [J]. Northeast Road, 2003, 26(2): 57-58.

Google Scholar

[3] Shen JingAn. Modified asphalt and SMA pavement [M]. Bei Jing; China Communications Press, (1999).

Google Scholar

[4] Chen HuaXin. Characteristics and Mechanism of Styrene Butadiene Styrene Polymer Modified Asphalt [D]. Xi'an; Chang An University, (2006).

Google Scholar

[5] Fan RuiXing. Composition and properties study of Modified asphalt stress absorbing layer binder [D] . Xi'an ; Chang An University, (2011).

Google Scholar

[6] Hao PeiWen, Shen YeMei. A study of the compatibility between SBS and asphalt [J]. Journal of Xi'an university of highway traffic , 2001, 21(2); 27-29.

Google Scholar

[7] Feng XinJun, Hao PeiWen, Xue Hang. Study on compatibility of SBS modified asphalt[J]. Journal of changsha institute of traffic. 2007. 23(2); 25-30.

Google Scholar

[8] Jiang QingLin. Compatibility Research of SBS Modifying Agent and Basic Asphalt[J]. Road, 2006, 21: 161-163.

Google Scholar

[9] X Lu. On polymer modified road bitumens. TRITAOIP FR 97O30.

Google Scholar

[10] Yuan JianAn, Li YuZhen, Zhou Ji Ping. Two typical sub-microscope structures of SBS modified asphalt [J]. Journal of Chang'an University (Natural science edition), 2005, 25(5); 19-24.

Google Scholar

[11] Brookfield Engineering Labs. Inc More solutions to sticky problems [R], (2000).

Google Scholar