Study on Road Performance of Phase-Change Temperature-Adjusting Asphalt Mixture

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Abstract:

Mixing the composite phase change material (CPCM) to asphalt mixture is a new way to solve the worldwide problem of the low-temperature cracking and high temperature rutting of the asphalt pavement. Asphalt mixture with CPCM can remain in the ideal working temperature range for a relatively long time. This paper analyzes the influence of the contents of CPCM on its road performance by laboratory testing. The study shows that mixing CPCM to asphalt mixture had little effect to the optimal asphalt content. For CPCM prepared by polymer shape-stabilized method, the high-temperature stability and the water stability of asphalt mixture increases firstly and then decreases the low-temperature anti-cracking stability decreases firstly and then increases with the increasing of CPCM. For CPCM prepared by carrier-adsorbed packaging process, the high-temperature stability decreases, low-temperature anti-cracking stability decreases firstly and then increases, the water stability increases firstly and then decreases with increasing of CPCM. The results indicate that CPCM has significant influences on its road performance. The optimal content of CPCM is around 0.3%.

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Periodical:

Advanced Materials Research (Volumes 287-290)

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978-981

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July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] J.A. Shen: Road performance of Asphalt andasphalt mixture (The People's Communications Press, China 2001). (In Chinese)

Google Scholar

[2] Q.L. Sha: Premature Damage and Its Preservative Measures of Bituminous Pavement on Expressway (The People's Communications Press, China 2008). (In Chinese)

Google Scholar

[3] A.Y. Chen, X.Y. Wang and X.Z. Cao: Materials Review.Vol.17(2003),pp.42-44.(In Chinese)

Google Scholar

[4] L.F. Cabeza, A. Castell, C. Barreneche, A. de Gracia and A.I Fernández: Renewable and Sustainable Energy Reviews. Vol. 15 (2011), pp.1675-1695.

DOI: 10.1016/j.rser.2010.11.018

Google Scholar

[5] V.V. Tyagi, S.C. Kaushik, S.K. Tyagi and T. Akiyama: Renewable and Sustainable Energy Reviews. Vol. 15 (2011), pp.1373-1391.

DOI: 10.1016/j.rser.2010.10.006

Google Scholar

[6] F. Kuznik, J. Virgone and K. Johannes: Renewable Energy. Vol. 36 (2011), pp.1458-1462.

Google Scholar

[7] J.G. Rong: Study on Temperature Regulation Effect of Self-modulating Temperature Asphalt Mixture (MS., Chang'an University ,China 2009). (In Chinese)

Google Scholar

[8] C. Li: Study on Influence of Phase Change Materials on Temperature and Performance of Asphalt Mixture (MS., Chang'an University ,China 2010). (In Chinese)

Google Scholar

[9] B. Ma, X.M. Wang, C. Li and Z.Q. Li: High Way. Vol.12(2009), pp.115-118. (In Chinese)

Google Scholar

[10] C. Li, B. Ma, X.M. Wang and S.S. Wang: Proceedings of International Workshop on Energy and Environment in the Development of Sustainable Asphalt Pavement (Xi'an, 2010), pp.65-71.

Google Scholar

[11] B. Ma, S.S. Wang and J. Li: 2011 International Conference on Structures and Building Materials(Guangzhou,2011), pp.2625-2630.

Google Scholar

[12] H.J. Li, Z.J. Yi, J. Wang and Z.J. Xin: Materials Review.Vol. 22(2008), pp.248-251.(In Chinese)

Google Scholar