[1] Liu Song, Zheng Nanxiang, Yang Jun, Meng Fanyun, et al. Ice melting performance of deicersand their effect on stripping resistance of asphalt mixture [J]. Journal of Southeast University (English Edition), 2016, 32 (3): 327-332. [doi:10.3969/j.issn.1003-7985.2016.03.012]
Copy
Ice melting performance of deicersand their effect on stripping resistance of asphalt mixture(
)
)Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]
- Volumn:
- 32
- Issue:
- 2016 3
- Page:
- 327-332
- Research Field:
- Traffic and Transportation Engineering
- Publishing date:
- 2016-09-20
Info
- Title:
- Ice melting performance of deicersand their effect on stripping resistance of asphalt mixture
- Author(s):
- Liu Song1; Zheng Nanxiang2; Yang Jun1; Meng Fanyun2
-
1School of Transportation, Southeast University, Nanjing 210096, China
2Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an 710064, China
- PACS:
- U414
- DOI:
- 10.3969/j.issn.1003-7985.2016.03.012
- Abstract:
- The ice melting performance of three types of deicers, including sodium chloride, calcium chloride and sodium acetate, were tested in laboratory under different temperature conditions, and their effects on asphalt mixture were evaluated from the point of the stripping resistance of asphalt mixture. Unsaturated Marshall samples were exposed to freeze-thaw cycling while immersed in the deicer solutions of different concentrations. After the freeze-thaw cycles, Cantabro tests were performed, and Cantabro loss was adopted to characterize the stripping resistance of asphalt mixture. The test results show that calcium chloride has the best comprehensive ice melting performance, and all deicers have detrimental effect on the stripping resistance of asphalt mixture at different degrees. The damage degree depends on deicer types and their concentration in the solution. Deicer solutions with about 2% concentration cause the greatest loss of stripping resistance due to serious freeze-thaw damage. Sodium acetate causes greater loss of stripping resistance than sodium chloride and calcium chloride at the same concentration.
References:
[1] Fay L, Shi X. Environmental impacts of chemicals for snow and ice control: State of the knowledge [J]. Water Air & Soil Pollution, 2012, 223(5): 2751-2770. DOI:10.1007/s11270-011-1064-6.
[2] Shi X, Fay L, Yang Z, et al. Corrosion of deicers to metals in transportation infrastructure: Introduction and recent developments[J]. Corrosion Reviews, 2011, 27(1): 23-52. DOI:10.1515/corrrev.2009.27.1-2.23.
[3] Shi X M, Fortune K, Smithlin R, et al. Exploring the performance and corrosivity of chloride deicer solutions: Laboratory investigation and quantitative modeling [J]. Cold Regions Science & Technology, 2013, 86: 36-44. DOI:10.1016/j.coldregions.2012.10.011.
[4] Edwards Y, Aurstad J. The influence of runway de-icing agents on durability of asphalt concrete pavements for airfields[J]. Road Materials and Pavement Design, 2000, 1(4): 387-405.
[5] Shi X, Akin M, Pan T, et al. Deicer impacts on pavement materials: Introduction and recent developments [J]. The Open Civil Engineering Journal, 2009, 3(1): 16-27. DOI: 10.2174/1874149500903010016.
[6] Christensen D, Mallela J, Hein D, et al. Effect of deicing and anti-icing chemicals on HMA airfield runways [C]//2010 FAA Worldwide Airport Technology Transfer Conference. Atlantic City, NJ, USA, 2010: 1-15.
[7] Wright M. A study of the effects of adding ice retardant additives to pavement surface course materials [D]. Nottingham: The University of Nottingham, 2013.
[8] Santagata E, Baglieri O, Riviera P P. Effect of anti-icing chemicals on stripping of asphalt concrete mixtures for airport runway wearing courses [C]//2013 Airfield & Highway Pavement Conference. Los Angeles, CA, USA, 2013: 1229-1239. DOI:10.1061/9780784413005.104.
[9] Pan T, He X, Shi X. Laboratory investigation of acetate-based deicing/anti-icing agents deteriorating airfield asphalt concrete [J]. Journal of the Association of Asphalt Paving Technologists, 2008, 77: 773-793.
[10] Liu Y H, Zhang H, Wang X L, et al. The weakening effect of the snow-melting agent on the performance of municipal asphalt pavement in the severe cold region [J]. Advanced Materials Research, 2014, 953(5): 1604-1608. DOI:10.4028/www.scientific.net/amr.953-954.1604.
[11] Peng C, Yu J Y, Dai J, et al. Effect of a chloride deicing additive on the performance of asphalt mixture [J]. Advanced Materials Research, 2014, 1049: 422-425. DOI:10.4028/www.scientific.net/amr.1049-1050.422.
[12] Özgan E, Serin S, Gerengi H, et al. Multi-faceted investigation of the effect of de-icer chemicals on the engineering properties of asphalt concrete [J]. Cold Regions Science and Technology, 2013, 87: 59-67. DOI:10.1016/j.coldregions.2012.11.003.
[13] Wang L, Cui Y, Liu Y, et al. Influence of salt freezing for asphalt mortar’s stiffness modulus [C]//Fourth International Conference on Transportation Engineering. Chengdu, China, 2013: 350-358.
[14] Amini B, Tehrani S S. Simultaneous effects of salted water and water flow on asphalt concrete pavement deterioration under freeze-thaw cycles [J]. International Journal of Pavement Engineering, 2014, 15(5): 383-391. DOI:10.1080/10298436.2012.677844.
[15] Strategic Highway Research Program(SHRP). Handbook of test methods for evaluating chemical deicers(SHRP-H-332)[S]. Washington, DC: National Research Council & National Academy of Sciences, 1992.
[16] Yao Y B, Xie T, Gao Y M. Handbook of chemistry & physics [M]. Shanghai: Shanghai Scientific & Technical Publishers, 1985: 687-688.(in Chinese)
Memo
- Memo:
-
Biographies: Liu Song(1991—), male, graduate; Yang Jun(corresponding author), female, doctor, professor, yangjun@seu.edu.cn.
Foundation item: The Specialized Research Fund for the Doctoral Program of Higher Education of China(No.20120092110053).
Citation: Liu Song, Zheng Nanxiang, Yang Jun, et al. Ice melting performance of deicers and their effect on stripping resistance of asphalt mixture[J].Journal of Southeast University(English Edition), 2016, 32(3):327-332.DOI:10.3969/j.issn.1003-7985.2016.03.012.