Fine Aggregate Interference on Thermal Stability of Asphalt Mixture

Chen Chen Zhang; Guang Yang; Li Jia Zhou; Jing Hang Wu

doi:10.4028/www.scientific.net/AMM.470.823

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 470Fine Aggregate Interference on Thermal Stability...

Fine Aggregate Interference on Thermal Stability of Asphalt Mixture

Abstract:

Fine aggregates are sensitive parts to skeleton structure of mixture and decrease rutting resistance of asphalt mixtures. In order to evaluate the high temperature performance of mixtures with different fine aggregate (2.36mm and 1.18mm) content, 16 gradations were investigated. Flow number test and rutting test was conducted to evaluate anti-rutting performance of mixtures. Then, interference coefficient was put forward to analyze interference rule of high temperature performance. The results show that high temperature performance was improved with the increasing size of nominal maximum aggregate size; the interference effects of fine aggregate ( 2.36mm and 1.18 mm ) is inversely proportional to nominal maximum aggregate size.

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Periodical:

Applied Mechanics and Materials (Volume 470)

Pages:

823-826

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.470.823

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Online since:

December 2013

Authors:

Chen Chen Zhang*, Guang Yang, Li Jia Zhou, Jing Hang Wu

Keywords:

Asphalt Mixture (AC), Fine Aggregate Interference, Rut-Resistance Property

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* - Corresponding Author

References

[1] Q.L. Sha: Premature Failure of Highway and Prevention (China Communication Press, China 2001).

Google Scholar

[2] Q.L. Sha: The Design and Construction of Long Life Semirigid Pavement for Heavy Traffic with Heavy Wheel-load (China Communication Press, China 2011).

Google Scholar

[3] J.A. Shen: Asphalt and the Pavement Performance of Mixtures. (China Communication Press, China 2001).

Google Scholar

[4] Transportation Research Board. Simple Performance Test for Superpave Mix Design, NCHRP Report 465. (NCHRP, America 2002).

Google Scholar

[5] Transportation Research Board. Simple Performance Tester for Superpave Mix design: First-Article Development, NCHRP Report 513. (NCHRP, America 2003).

DOI: 10.17226/21954

Google Scholar

[6] Transportation Research Board. Simple Performance Tests: Summary of Recommended Methods and Database, NCHRP Report547. (NCHRP, America 2006).

Google Scholar

[7] Transportation Research Board. Ruggedness Testing of The Dynamic Modulus and Flow Number Tests with The Simple Performance Tester, NCHRP report 629. (NCHRP, America 2008).

DOI: 10.17226/14200

Google Scholar

[8] J. P. Zhang, X. M. Huang and H. Li: Journal of Southeast University, Vol. 38 (2008) No. 3, pp.511-515.

Google Scholar