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Notice of retraction
Vol. 34, No. 8(3), S&M3042

Notice of retraction
Vol. 32, No. 8(2), S&M2292

Print: ISSN 0914-4935
Online: ISSN 2435-0869
Sensors and Materials
is an international peer-reviewed open access journal to provide a forum for researchers working in multidisciplinary fields of sensing technology.
Sensors and Materials
is covered by Science Citation Index Expanded (Clarivate Analytics), Scopus (Elsevier), and other databases.

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Sensors and Materials, Volume 30, Number 3(2) (2018)
Copyright(C) MYU K.K.
pp. 633-644
S&M1525 Research Paper of Special Issue
https://doi.org/10.18494/SAM.2018.1768
Published: March 23, 2018

Effect of Cooling Efficiency on the Emissions of Volatile Organic Compounds from Field Asphalt Pavement Mixtures [PDF]

Huang Long-Sheng

(Received August 17, 2017; Accepted January 23, 2018)

Keywords: asphalt mixture, cooling, volatile organic compounds

Hot mixed asphalt (HMA) in the paving and rolling phase may release all types of volatile organic compound (VOC) pollutants, but there are few studies on VOC emissions from in situ asphalt pavement mixtures. The purpose of this study was to evaluate the cooling variable effect on in situ new and recycled asphalt pavement (RAP) on VOC emission. Determination of VOCs in samples can be made by a gas chromatography mass spectrometer (GCMS). The results showed that the end temperature of RAP was about 5 ℃ lower than that of a new asphalt mixture during the cooling process. It required a longer amount of time for natural aggregate mixtures to lose heat and thus required more time for the pavement to be closed to traffic. After cooling to about 90–100 ℃, the pavement temperature gradient decreased gradually, indicating that the asphalt pavement mixtures’ temperatures in the 90–100 ℃ range gradually reached a steady heat transfer process. In addition, higher temperatures affected the VOC emissions from any reclaimed asphalt mixture. The asphalt mixture continued to cool to below 100 ℃, and the acetone emission concentration gradually decreased. It was indicated that the temperature must be less than 100 ℃ for asphalt pavement mixtures to reduce the risk of harm to human health.

Corresponding author: Huang Long-Sheng


Cite this article
Huang Long-Sheng, Effect of Cooling Efficiency on the Emissions of Volatile Organic Compounds from Field Asphalt Pavement Mixtures, Sens. Mater., Vol. 30, No. 3, 2018, p. 633-644.



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