Cold Recycling of Waste Asphalt Pavement in Cold Region

Article Preview

Abstract:

The characteristics of the mixture of recycled asphalt pavements with emulsified asphalt and cement, as the pavement material, was investigated in this research. Kantabro Loss test was used to evaluate initial performance of the recycling mixture and to propose appropriate parameter. Rutting test, split test and low-temperature bending test were carried out to evaluate the long-term performance. The performance of the mixture at low temperature was one of the most important factors to be considered to ensure its application in cold areas. The results showed that the performance of the mixture was effect by old mixes milled. The proposed application conditions of the recycled mixture were also discussed in this paper.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 183-185)

Pages:

319-322

Citation:

Online since:

January 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] LǚWei-min: Key technology and application of emulsified asphalt cold-recycling. Petroleum Asphalt. Vol. 23(2009), p.29.

Google Scholar

[2] JIANG Tao, SUN Li-jun: Material composition research of cold recycled upper based on structure performance. Journal of Building Materials. Vol. 11(2008), pp.666-672.

Google Scholar

[3] ZHANG Zhi-xiang, WU Jian-hao: Experimental research on fatigue characteristics of RAP mixtures. China Journal of Highway and Transport. Vol. 19(2006), pp.31-35.

Google Scholar

[4] Mixture and Structural Design of Cold Recycled Pavements. Asphalt Recycling and Reclaiming Association, Annapolis, MD, (1996).

Google Scholar

[5] Verhaeghe B M J A, Long F M: Cold in-place recycling with bitumen-emulsion and foamed-bitumen. A South African Perspective. In: IKRAM's International Seminar on Asphalt Pavement Technologies II. Kuala Lumpur, 2004, pp.1-23.

Google Scholar

[6] Liebenberg J J E, Visser A T: Towards a mechanistic structural design procedure for e-treated base layers. Journal of the South African Institution of Civil Engineering. Vol. 43(2004), pp.2-8.

Google Scholar

[7] Perez F, Miro R, Martinez C, et al: Mix designs and performance of cold pavement recycling with emulsion in the para mix project. In: the 3rd Eurasphalt & Eurobitume Congress. Vienna, 2004, pp.576-587.

Google Scholar

[8] Li Jiang, Yuan Jian'an, Dai Jingliang: Cognizance of emulsified asphalt. Petroleum Asphalt. Vol. 18(2004), p.15.

Google Scholar

[9] GENG Jiu-guang, CHEN Zhong-da: Mixing design of cement emulsified asphalt cold recycled mixture(CEACRM). Journal of Chang'an University(Natural Science Edition). Vol. 29(2009), pp.11-14.

DOI: 10.1201/b17219-113

Google Scholar

[10] Xu Yong-li, Yu Xiao-kun, Wang Feng: Reasonable particle size distribution of framework dense structure of cement stabilizing crushed rock. Journal of Northeast Forestry University. Vol. 37(2009), p.102.

Google Scholar