Technical Papers
Oct 25, 2023

Snow and Ice Melting Performance Evaluation and Economic–Environmental Assessment of a Novel Steel Slag–Based Composite Phase Change Aggregate Asphalt Pavement

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 1

Abstract

The traditional mechanical equipment/chemical salt approach for pavement snow/ice removal is costly and may cause serious environmental pollution problems. To facilitate the pavement snow/ice melting in a more economical and sustainable way, a novel steel slag–based composite phase change aggregate (SS-CPCA) asphalt pavement was developed, and its technical performance was experimentally evaluated. The experimental results revealed that: (1) after 14 cycles of freeze–thaw treatment, the SS-CPCA asphalt pavement has an identical temperature regulation performance as its initial state, identifying that its long-term thermal durability is promising; (2) snow layer with a thickness of 5 mm that is covered on the SS-CPCA asphalt pavement at 0°C can be melted completely within 32 min, verifying that the SS-CPCA asphalt pavement has a satisfactory snow melting performance; and (3) a decrease of environmental temperature can result in an increase of ice melting rate (IMR) and a decrease of effective ice melting time (EIMT), indicating that the IMR and EIMT should be balanced to each other when selecting appropriate PCMs for pavement snow/ice melting. In addition, the economic–environmental performance of the SS-CPCA asphalt pavement was examined through a case study. It was found that, as compared with conventional asphalt pavements, it has a relatively higher initial construction cost. However, when taking the snow/ice removal cost into account, its total cost is significantly lower for the second-year application. Further, the SS-CPCA asphalt pavement can dramatically reduce CO2 emissions as compared with the traditional snow/ice melting approaches. Thus, it can be concluded that the newly developed SS-CPCA asphalt pavement can provide considerable economic–environmental benefits toward the pavement’s snow/ice melting.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge the financial support of the Fundamental Research Funds for the Central University (Grant No. 2020kfyXJJS123), the Open Fund of National Engineering Research Center of Highway Maintenance Technology (Changsha University of Science and Technology) (Grant No. kfj220102), and the Opening Foundation of Research and Development Center of Transport Industry of New Materials, Technologies Application for Highway Construction and Maintenance of Offshore Areas of Fujian Communications Planning and Design Institute Co., Ltd. (Grant No. KY-2022-05).

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 150Issue 1March 2024

History

Received: Jul 13, 2022
Accepted: Aug 24, 2023
Published online: Oct 25, 2023
Published in print: Mar 1, 2024
Discussion open until: Mar 25, 2024

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Ph.D. Student, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, No. 1037 Luoyu Rd., Hongshan District, Wuhan 430074, China. Email: [email protected]
Derun Zhang [email protected]
Associate Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, No. 1037 Luoyu Rd., Hongshan District, Wuhan 430074, China (corresponding author). Email: [email protected]
Ph.D. Student, School of Transportation Science and Engineering, Harbin Institute of Technology, No. 73, Huanghe Rd., Nangang District, Harbin 150090, China. Email: [email protected]

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