Study on the Rule of Temperature Descent for Large Stone Asphalt Mixtures

Xin Jun Feng; Song Ye; Pei Wen Hao

doi:10.4028/www.scientific.net/AMR.535-537.1829

Paper Titles

A Homogenisation Procedure for the Steady State Periodic Forced Response of Laminated Composite Beams at Large Vibration Amplitudes
p.1811

Production of Bitumens from Coal Sources Modified by Elementary Sulfur
p.1815

Research on the Influences of the Molding Processes of TOR Asphalt Rubber Mixtures upon the Pavement Performance
p.1819

Review of Researches on Carbonization of Concrete: Influencing Factors and Forecast Models
p.1825

Study on the Rule of Temperature Descent for Large Stone Asphalt Mixtures
p.1829

Kyanite Ore Beneficiation Experimental Research in Hebei
p.1833

Performance and Mechanism Study on C50 Micro-Expansion Polypropylene Fiber Reinforced Anti-Cracking Pumping Concrete
p.1837

Study on the Factors Affecting the Anti-Seismic Performance of Steel Reinforced High-Strengh Concrete Columns
p.1842

The Discussion of Iron Wire Fire Hazard
p.1847

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 535-537Study on the Rule of Temperature Descent for Large...

Study on the Rule of Temperature Descent for Large Stone Asphalt Mixtures

Abstract:

A study is presented to reveal the rule of temperature descent of large stone asphalt mixtures with different design thickness at different ambient temperature through the laboratory simulation test of large stone asphalt mixtures. The results show that the surface temperature dropped rapidly when the surface of large stone asphalt mixtures was in contact with air, then the cooling rate gradually decreased and the temperature difference between the surface and the middle of large stone asphalt mixtures maintained between 15°C and 40°C until the surface temperature dropped to the rolling end temperature. Ambient temperature and design thickness of large stone asphalt mixtures have great influences on its cooling rate.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 535-537)

Pages:

1829-1832

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.535-537.1829

Citation:

Cite this paper

Online since:

June 2012

Authors:

Xin Jun Feng, Song Ye, Pei Wen Hao

Keywords:

Design Thickness, Environmental Temperature, Large Stone Asphalt Mixtures, Rule of Temperature Descent

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] LI Bo, LIU Jian-xun, MA Jian-bing, et al. Journal of Chang'an University:Natural Science Edition, 2011, 31(5):18-22. . In Chinese.

Google Scholar

[2] ZHU Meng-l iang, SU Ju. Journal of Changsha Communications University，2005, 21(4):21-26.

Google Scholar

[3] WANG Hai-jun, HOU Shu-guang, BIAN Jiang, et al. Road Machinery & Construction Mechanization, 2007, (8):52-55.

Google Scholar

[4] SHI Jun. Road Machinery & Construction Mechanization, 2007, (8):37-39.

Google Scholar

[5] FENG Xin-jun， HAO Pei-wen. Gradation Design Method of Dense-graded Asphalt Stabilized Macadam Base[J].China Journal of Highway and Transport, 2009, 22(4): 33-38.

Google Scholar

[6] FENG Xin-jun, HAO Pei-wen, ZHA Xu-dong. China Journal of Highway and Transport, 2010, (2):129-133.

Google Scholar