[1]
Strong C K, Ye Z, Shi X. Safety effects of winter weather: the state of knowledge and remaining challenges. Transport reviews, 2010, 30(6): 677-699.
DOI: 10.1080/01441640903414470
Google Scholar
[2]
Plan A S H S. American Association of State Highway and Transportation Officials. Washington, DC, (1998).
Google Scholar
[3]
National Research Council (US). Committee on the Comparative Costs of Rock Salt, Calcium Magnesium Acetate (CMA) for Highway Deicing. Highway Deicing: Comparing Salt and Calcium Magnesium Acetate. Transportation Research Board, (1991).
DOI: 10.17226/11405
Google Scholar
[4]
Robidoux P Y, Delisle C E. Ecotoxicological evaluation of three deicers (NaCl, NaFo, CMA)—Effect on terrestrial organisms. Ecotoxicology and Environmental Safety, 2001, 48(2): 128-139.
DOI: 10.1006/eesa.2000.2035
Google Scholar
[5]
Establishing Best Practices for Removing Snow and Ice from California Roads. Montana State University, Western Transportation Institute, (2010).
Google Scholar
[6]
Shi X, Liu Y, Mooney M, et al. Effect of chloride-based deicers on reinforced concrete structures. (2010).
Google Scholar
[7]
Ferguson L, Corsi S R, Geis S W, et al. Aircraft Deicing and Airfield Anti-Icing Formulations: Aquatic Toxicity and Biochemical Oxygen Demand. (2008).
DOI: 10.17226/23325
Google Scholar
[8]
Araki Y, Takeda I, Suzuki S. Follow-up survey on powder/chloride freeze control pavement: survey cased of Europe and Japan. Pavement, 1997, 32(9): 8-14.
Google Scholar
[9]
ZHANG H, Sen H A N, ZHANG L. Anti-freezing and snow melting of MFL modified asphalt concrete. Journal of Chang'an University: Natural Science Edition, 2011, 31(2): 17-20.
Google Scholar
[10]
Brenner H. Verglimit-section on the Brenner highway. Transl Lett Brenner Autobahn, 1983, 6: 1-2.
Google Scholar
[11]
Starck P, Löfgren B. Influence of de-icing agents on the viscoelastic properties of asphalt mastics. Journal of materials science, 2007, 42(2): 676-685.
DOI: 10.1007/s10853-006-0316-0
Google Scholar
[12]
Pan T, He X, Shi X. Laboratory investigation of acetate-based deicing/anti-icing agents deteriorating airfield asphalt concrete. Asphalt Paving Technology, 2008, 77: 773.
Google Scholar
[13]
Goh S W, Akin M, You Z, et al. Effect of deicing solutions on the tensile strength of micro-or nano-modified asphalt mixture. Construction and Building Materials, 2011, 25(1): 195-200.
DOI: 10.1016/j.conbuildmat.2010.06.038
Google Scholar
[14]
Fay L, Shi X. Environmental impacts of chemicals for snow and ice control: State of the knowledge. Water, Air, & Soil Pollution, 2012, 223(5): 2751-2770.
DOI: 10.1007/s11270-011-1064-6
Google Scholar
[15]
Giuliani F, Merusi F, Polacco G, et al. Effectiveness of sodium chloride-based anti-icing filler in asphalt mixtures. Construction and Building Materials, 2012, 30: 174-179.
DOI: 10.1016/j.conbuildmat.2011.12.036
Google Scholar
[16]
Tan Y Q, Sun R R, Guo M, et al. Research on deicing performance of asphalt mixture containing salt. Zhongguo Gonglu Xuebao(China Journal of Highway and Transport), 2013, 26(1): 23-29.
Google Scholar
[17]
Peng C, Yu J Y, Zhao Z, et al. Preparation and properties of a layered double hydroxide deicing additive for asphalt mixture. Cold Regions Science and Technology, 2015, 110: 70-76.
DOI: 10.1016/j.coldregions.2014.11.013
Google Scholar
[18]
Peng C, Yu J, Zhao Z, et al. Synthesis and Properties of a Clean and Sustainable Deicing Additive for Asphalt Mixture. PloS one, 2015, 10(1): e0115721.
DOI: 10.1371/journal.pone.0115721
Google Scholar
