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Author:

Guo, Meng (Guo, Meng.) | Cai, Xiao-Xiao (Cai, Xiao-Xiao.) | Wang, Jing-Jing (Wang, Jing-Jing.) | Du, Xiu-Li (Du, Xiu-Li.)

Indexed by:

EI Scopus

Abstract:

Currently, the widely used snow-melting and deicing methods cause damage to road surfaces and the environment. To study the impact of asphalt-pavement snow-melting and deicing technology on the environment during its life cycle, three different snow-melting and deicing technologies were investigated: pavement containing salt, cable-heated pavement, and mechanical ice removal. Based on the life-cycle assessment method, the three snow-melting and deicing technologies were divided into five processes: raw-material mining, mixing, transportation, paving compaction, and snow removal. The impact of environmental emissions over the life cycle of the three snow-melting and deicing technologies was quantified. Four environmental impacts-global-warming potential (GWP), acidification potential (AP), photochemical ozone creation potential (POCP), and human toxicity potential (HTP)-were considered to evaluate the environmental load of snow-melting and deicing technology. The results show that CO2 emissions are the largest in all stages of snow melting and deicing. The environmental loads of the three snow-melting and de-icing technologies are ranked throughout the life cycle: GWP> HTP> AP> POCP. Of the four impact categories, GWP accounts for more than 74% of the environmental load of the different snow-melting and de-icing technologies. To compare the environmental loads of different snow-melting and deicing technologies, their analysis results were normalized. It is concluded that the environmental load generated by the cable-heated pavement is the largest, while that generated by the pavement containing salt is the smallest. © 2024 Chang'an University. All rights reserved.

Keyword:

Asphalt Snow melting systems Street cleaning Snow and ice removal Bioremediation Asphalt pavements

Author Community:

  • [ 1 ] [Guo, Meng]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Guo, Meng]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Cai, Xiao-Xiao]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Cai, Xiao-Xiao]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Wang, Jing-Jing]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Wang, Jing-Jing]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Du, Xiu-Li]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Du, Xiu-Li]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China

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Source :

China Journal of Highway and Transport

ISSN: 1001-7372

Year: 2024

Issue: 9

Volume: 37

Page: 186-196

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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