[1] C. Environment, Road Salts, Priority Substances List Assessment Resport, (2001) 181-181.
[2] W. Lewis Jr, Magnesium chloride deicer: a literature review with emphasis on the State of Colorado, Final Report, Colorado Department of Transportation, Denver Colorado, (1997).
[3] W.M. Lewis, W.E. Analysts, Studies of environmental effects of magnesium chloride deicer in Colorado, Colorado Department of Transportation, Research Branch, 1999.
[4] Y. Xi, Z. Xie, Corrosion effects of magnesium chloride and sodium chloride on automobile components, Colorado Department of Transportation, Research [Branch], 2002.
[5] X. Shi, L. Fay, C. Gallaway, K. Volkening, M.M. Peterson, T. Pan, A. Creighton, C. Lawlor, S. Mumma, Y. Liu, T.A. Nguyen, Evaluation of alternative anti-icing and de-icing compounds using sodium chloride and magnesium chloride as baseline deicers, (February) (2009).
[6] F. Nilsson, Durability problems on Nordic airfields-the influence of deicing agents on asphalt concrete, 2003.
[7] V. Alatyppö, P. Jauhiainen, J. Valtonen, Conclusions—Finnish Deicing Project, Helsinki University of Technology, Laboratory of Highway Engineering, Helsinki, Finland, (2005).
[8] V. Alatyppö, J. Valtonen, Experiences on the effects of de-icing chemicals on bituminous airfield runways in Finland, 2005.
[9] Starck, Löfgren - 2007 - Influence of de-icing agents on the viscoelastic properties of asphalt mastics.
[10] Y. Hassan, A.O. Abd El Halim, A.G. Razaqpur, Laboratory Evaluation and Assessment of the Effect of Runway Deicers on the Mechanical Properties of Asphalt Concrete Mixes Subjected to Freeze-Thaw Cycles, Safety and Security, Civil Aviation, Aerodrome Safety, Technical Evaluation Engineering Division, Transport Canada, Ontario, ON, Canada, (2000).
[11] Y. Hassan, A.O. Abd El Halim, A.G. Razaqpur, W. Bekheet, M.H.J.J.o.t.e. Farha, Effects of runway deicers on pavement materials and mixes: comparison with road salt, 128(4) (2002) 385-391.
[12] D. Feng, J. Yi, D. Wang, L. Chen, Impact of salt and freeze–thaw cycles on performance of asphalt mixtures in coastal frozen region of China, Cold Regions Science and Technology, 62(1) (2010) 34-41.
[13] R.W. Eck, M.A. Usmen, W.A. Sack, I. Arar, A. Atefi, Evaluation of the Effect of Natural Brine Deicing Agents on Pavement Materials, Transportation Research Record, 933 (1983) 24-24.
[14] S.m. Asgharzadeh, N. Tababaee, K. Naderi, M.N. Partl, Evaluation of rheological master curve models for bituminous binders, (2015) 393-406.
[15] F. Olard, H.D. Benedetto, F. Olard, H. Di, Road Materials and Pavement Design General “ 2S2P1D ” Model and Relation Between the Linear Viscoelastic Behaviours of Bituminous Binders and Mixes General “ 2S2P1D ” Model and Relation Between the Linear Viscoelastic Behaviours of Bituminous Binders and, (November 2014) (2011) 37-41.
[16] X. Shi, L. Fay, C. Gallaway, K. Volkening, M.M. Peterson, T. Pan, A. Creighton, C. Lawlor, S. Mumma, Y.J.C.D.o.T.D.A.R. Liu, I. Branch, Evaluation of alternative anti-icing and deicing compounds using sodium chloride and magnesium chloride as baseline deicers—Phase I, (2009).
[17] B. Amini, R. Hazrati, Functional comparison of Calcium Magnesium Acetate with sand and salt as a deicer in winter, First national conference of roadway & railway accident, (2009).
[18] P. Starck, B. Löfgren, Influence of de-icing agents on the viscoelastic properties of asphalt mastics, Journal of Materials Science, 42(2) (2007) 676-685.
[19] ASTM D5581, Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 in. Diameter Specimen), 2021.
[20] ASTM D2726, Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures, 2011.
[21] ASTM D2041, Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures, 2010.
[22] B.S. Underwood, Y.R. Kim, Experimental investigation into the multiscale behaviour of asphalt concrete, International Journal of Pavement Engineering, 12(4) (2011) 357-370.
[23] Q. Lu, Investigation of conditions for moisture damage in asphalt concrete and appropriate laboratory test methods, University of California, Berkeley, 2005.
[24] Q. Lu, J.T. Harvey, Inclusion of moisture effect in fatigue test for asphalt pavements, in, 2008, pp. 498-504.
[25] Q. Lu, J.T. Harvey, Evaluation of moisture sensitivity of hot mix asphalt by flexural beam fatigue test, in, 2006, pp. 124-133.
[26] Q. Lu, C.L.M. John T. Harvey, Investigation of Conditions for Moisture Damage in Asphalt Concrete and Appropriate Laboratory Test Methods: Summary Report, 2007.
[27] D. Christensen, J. Mallela, D. Hein, E. Kalberer, M. Farrar, R. Bonaquist, Effect of deicing and anti-icing chemicals on HMA airfield runways, 2010.
[28] AASHTO T342-11, Standard Method of Test for Determining Dynamic Modulus of Hot-Mix Asphalt Concrete Mixtures, (2019).
[29] S. Caro, E. Masad, A. Bhasin, D.N. Little, Moisture susceptibility of asphalt mixtures, Part 1: mechanisms, International Journal of Pavement Engineering, 9(2) (2008) 81-98.
[30] N. Kringos, T. Scarpas, C. Kasbergen, P. Selvadurai, Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, Part 1: governing processes and formulations, International Journal of Pavement Engineering, 9(2) (2008) 115-128.
[31] Y.-R. Kim, D. Little, R. Lytton, Effect of moisture damage on material properties and fatigue resistance of asphalt mixtures, Transportation research record: journal of the transportation research board, (1891) (2004) 48-54.
[32] Modelling the Linear Viscoelastic Rheological Properties of Bituminous Binders, (April) (2012).
[33] F. Olard, H. Di Benedetto, General “2S2P1D” model and relation between the linear viscoelastic behaviours of bituminous binders and mixes, Road materials and pavement design, 4(2) (2003) 185-224.
[34] C.V. Phan, H. Di Benedetto, C. Sauzéat, D. Lesueur, S. Pouget, Influence of hydrated lime on linear viscoelastic properties of bituminous mastics, Mechanics of Time-Dependent Materials, 24(1) (2020) 25-40.
[35] N.I.M. Yusoff, D. Mounier, G. Marc-Stéphane, M.R. Hainin, G.D. Airey, H. Di Benedetto, Modelling the rheological properties of bituminous binders using the 2S2P1D Model, Construction and Building Materials, 38 (2013) 395-406.
[36] W. Jiantao, N.I.M. Yusoff, F.M. Jakarni, M.R. Hainin, Correction of compliance errors in the dynamic shear modulus of bituminous binders data, Sains Malaysiana, 42(6) (2013) 783-792.
[37] F. Olard, H. Di Benedetto, B. Eckmann, J.-P. Triquigneaux, Linear viscoelastic properties of bituminous binders and mixtures at low and intermediate temperatures, Road materials and pavement design, 4(1) (2003) 77-107.