[1] B. Kheradmand, R. Muniandy, L.T. Hua, R.B. Yunus, A. Solouki, An overview of the emerging warm mix asphalt technology, International Journal of Pavement Engineering 15(1) (2014) 79-94.
[2] N. Guo, Z. You, Y. Zhao, Y. Tan, A. Diab, Laboratory performance of warm mix asphalt containing recycled asphalt mixtures, Construction and Building Materials 64 (2014) 141-149.
[3] S. Capitão, L. Picado-Santos, F. Martinho, Pavement engineering materials: Review on the use of warm-mix asphalt, Construction and Building Materials 36 (2012) 1016-1024.
[4] M.H. Rashwan, Characterization of Warm Mix Asphalt (WMA) performance in different asphalt applications, Iowa State University, 2012.
[5] L. Robjent, W. Dosh, Warm-mix asphalt for rural county roads, Cold Regions Engineering 2009: Cold Regions Impacts on Research, Design, and Construction2009, pp. 438-454.
[6] W. Zhao, F. Xiao, S.N. Amirkhanian, B.J. Putman, Characterization of rutting performance of warm additive modified asphalt mixtures, Construction and Building Materials 31 (2012) 265-272.
[7] R. Vidal, E. Moliner, G. Martínez, M.C. Rubio, Life cycle assessment of hot mix asphalt and zeolite-based warm mix asphalt with reclaimed asphalt pavement, Resources, Conservation and Recycling 74 (2013) 101-114.
[8] R. West, C. Rodezno, G. Julian, D. Prowell, Engineering properties and field performance of warm mix asphalt technologies, National Cooperative Highway Research Program, Washington, DC, USA, NCHRP Final Report Project (09-47A) (2014).
[9] R.B. Mallick, M. Tao, B.-L. Chen, K. O'sullivan, P. Cacciatore, Practical method to understand the effect of aggregate drying on the moisture content of hot-mix asphalt, Transportation research record 2208(1) (2011) 90-96.
[10] K. Kanitpong, N. Charoentham, S. Likitlersuang, Investigation on the effects of gradation and aggregate type to moisture damage of warm mix asphalt modified with Sasobit, International Journal of pavement engineering 13(5) (2012) 451-458.
[11] A. Ali, A. Abbas, M. Nazzal, A. Alhasan, A. Roy, D. Powers, Workability evaluation of foamed warm-mix asphalt, Journal of materials in civil engineering 26(6) (2014) 04014011.
[12] B. Şengöz, A. Topal, C. Gorkem, Evaluation of moisture characteristics of warm mix asphalt involving natural zeolite, Road materials and pavement design 14(4) (2013) 933-945.
[13] W. Barthel, J. Marchand, M. Von Devivere, Warm asphalt mixes by adding a synthetic zeolite, PROCEEDINGS OF THE 3RD EURASPHALT AND EUROBITUME CONGRESS HELD VIENNA, MAY 2004, 2004.
[14] B.D. Prowell, G.C. Hurley, E. Crews, Field performance of warm-mix asphalt at national center for asphalt technology test track, Transportation Research Record 1998(1) (2007) 96-102.
[15] J. Yan, Y. Cao, T. Zhu, M. Cai, Z. Cao, W. Huang, Q. Dong, Shanghai experience with warm mix asphalt, Paving Materials and Pavement Analysis2010, pp. 97-102.
[16] Y.-R. Kim, J. Zhang, H. Ban, Moisture damage characterization of warm-mix asphalt mixtures based on laboratory-field evaluation, Construction and Building Materials 31 (2012) 204-211.
[17] C. Bindu, M.S. Joseph, P. Sibinesh, S. George, S. Sivan, Performance evaluation of warm mix asphalt using natural rubber modified bitumen and cashew nut shell liquid, International Journal of Pavement Research and Technology 13(4) (2020) 442-453.
[18] M.J. Ayazi, A. Moniri, P. Barghabany, Moisture susceptibility of warm mixed-reclaimed asphalt pavement containing Sasobit and Zycotherm additives, Petroleum Science and Technology 35(9) (2017) 890-895.
[19] A. Vaitkus, D. Čygas, A. Laurinavičius, Z. Perveneckas, Analysis and evaluation of possibilities for the use of warm mix asphalt in Lithuania, The Baltic Journal of Road and Bridge Engineering 4(2) (2009) 80-86.
[20] S.D. Diefenderfer, K.K. McGhee, B.M. Donaldson, Installation of warm mix asphalt projects in Virginia, Virginia Transportation Research Council, 2007.
[21] R. West, Field testing of warm mix asphalt, Presentation at the Warm Mix Asphalt & Recycling Symposium, Sacramento, CA, 2009.
[22] Z. Arega, A. Bhasin, A. Motamed, F. Turner, Influence of warm-mix additives and reduced aging on the rheology of asphalt binders with different natural wax contents, Journal of Materials in Civil Engineering 23(10) (2011) 1453-1459.
[23] V. Punith, F. Xiao, S.N. Amirkhanian, Effects of moist aggregates on the performance of warm mix asphalt mixtures containing non-foaming additives, Journal of Testing and Evaluation 39(5) (2011) 847-857.
[24] A. Ali, A. Abbas, M. Nazzal, A. Alhasan, A. Roy, D. Powers, Effect of temperature reduction, foaming water content, and aggregate moisture content on performance of foamed warm mix asphalt, Construction and Building Materials 48 (2013) 1058-1066.
[25] J.D. Doyle, I.L. Howard, Rutting and moisture damage resistance of high reclaimed asphalt pavement warm mixed asphalt: loaded wheel tracking vs. conventional methods, Road Materials and Pavement Design 14(sup2) (2013) 148-172.
[26] S. Kim, J. Park, S. Lee, K.W. Kim, Performance of modified WMA Mixtures prepared using the same class pg binders of HMA mixtures, Journal of Testing and Evaluation 42(2) (2014) 347-356.
[27] H. Rondón-Quintana, J. Hernández-Noguera, F. Reyes-Lizcano, A review of warm mix asphalt technology: Technical, economical and environmental aspects, Ingeniería e Investigación 35(3) (2015) 5-18.
[28] R.T. Abd El-Hakim, J. Epps, A. Epps Martin, E. Arámbula-Mercado, Laboratory and field investigation of moisture susceptibility of hot and warm mix asphalts, International Journal of Pavement Engineering (2019) 1-10.
[29] Y. Edwards, U. Isacsson, Wax in bitumen, Road Materials and Pavement Design 6(4) (2005) 439-468.
[30] 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.
[31] N. Bala, M. Napiah, I. Kamaruddin, Effect of nanosilica particles on polypropylene polymer modified asphalt mixture performance, Case studies in construction materials 8 (2018) 447-454.
[32] H. Rooholamini, R. Imaninasab, M. Vamegh, Experimental analysis of the influence of SBS/nanoclay addition on asphalt fatigue and thermal performance, International Journal of Pavement Engineering 20(6) (2019) 628-637.
[33] G. Moussa, A. Abdel-Raheem, T. Abdel-Wahed, Investigating the moisture susceptibility of asphalt mixtures modified with high-density polyethylene, JES. Journal of Engineering Sciences 48(5) (2020) 765-782.
[34] G.S. Moussa, A. Abdel-Raheem, T. Abdel-Wahed, Effect of Nanoclay Particles on the Performance of High-Density Polyethylene-Modified Asphalt Concrete Mixture, Polymers 13(3) (2021) 434.
[35] Y.M. Alghrafy, E.-S.M. Abd Alla, S.M. El-Badawy, Rheological properties and aging performance of sulfur extended asphalt modified with recycled polyethylene waste, Construction and Building Materials 273 (2021) 121771.
[36] A.M. Azam, S.M. El-Badawy, R.M. Alabasse, Evaluation of asphalt mixtures modified with polymer and wax, Innovative Infrastructure Solutions 4(1) (2019) 43.
[37] H.K. Zubeck, L. Raad, S. Saboundjian, G. Minassian¶, P. John Ryer §, Workability and performance of polymer-modified asphalt aggregate mixtures in cold regions, International Journal of Pavement Engineering 4(1) (2003) 25-36.
[38] S. Wu, L. Montalvo, Repurposing waste plastics into cleaner asphalt pavement materials: A critical literature review, Journal of Cleaner Production (2020) 124355.
[39] H. Kim, S.-J. Lee, S.N. Amirkhanian, Effects of warm mix asphalt additives on performance properties of polymer modified asphalt binders, Canadian Journal of Civil Engineering 37(1) (2010) 17-24.
[40] A. Buddhala, Z. Hossain, N.M. Wasiuddin, M. Zaman, A. Edgar, Effects of an amine anti-stripping agent on moisture susceptibility of sasobit and aspha-min mixes by surface free energy analysis, Journal of Testing and Evaluation 40(1) (2012) 91-99.
[41] M. Arabani, H. Roshani, G.H. Hamedi, Estimating moisture sensitivity of warm mix asphalt modified with zycosoil as an antistrip agent using surface free energy method, Journal of Materials in Civil Engineering 24(7) (2012) 889-897.
[42] F. Xiao, W. Zhao, T. Gandhi, S.N. Amirkhanian, Influence of antistripping additives on moisture susceptibility of warm mix asphalt mixtures, Journal of Materials in Civil Engineering 22(10) (2010) 1047-1055.
[43] A. Diab, Z. You, H. Wang, Rheological evaluation of foamed WMA modified with nano hydrated lime, Procedia-Social and Behavioral Sciences 96 (2013) 2858-2866.
[44] A. Kavussi, L. Hashemian, Laboratory evaluation of moisture damage and rutting potential of WMA foam mixes, International Journal of Pavement Engineering 13(5) (2012) 415-423.
[45] ASTM D5 / D5M-20, Standard Test Method for Penetration of Bituminous Materials, ASTM International, West Conshohocken, PA, , 2020.
[46] ASTM D36 / D36M-14(2020), Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus), ASTM International, West Conshohocken, PA, , 2020.
[48] A. D6927, Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures, STM International, West Conshohocken, PA, 2015.
[49] R.A. Jimenez, Testing for debonding of asphalt from aggregates, Transportation Research Record 515, TRB, National Research Council, Washington, D.C., pp. 1–17 (1974).
[50] H. Wen, S. Bhusal, X. Li, Double punch test: simple performance test to evaluate the fatigue and rutting potential of asphalt concrete, Journal of materials in civil engineering 25(5) (2013) 645-652.
[51] H.a.B.N.R. Center, Egyptian Code for Urban and Rural Roads, Road Material and its Tests, Table 2-1-1., 2008, p. p. 101.
[52] ECP, Egyptian Code for Urban and Rural Roads - Part 4: Road Material and its Tests, Egypt, 2008.
[53] G. Shafabakhsh, M. Aliakbari Bidokhti, H. Divandari, Evaluation of the performance of SBS/Nano-Al2O3 composite-modified bitumen at high temperature, Road Materials and Pavement Design (2020) 1-15.
[54] M. Panda, M. Mazumdar, Engineering properties of EVA-modified bitumen binder for paving mixes, Journal of materials in civil engineering 11(2) (1999) 131-137.
[55] S. Tapkin, Improved asphalt aggregate mix properties by portland cement modification, PROCEEDINGS OF THE PAPERS SUBMITTED FOR REVIEW AT 2ND EURASPHALT AND EUROBITUME CONGRESS, HELD 20-22 SEPTEMBER 2000, BARCELONA, SPAIN. BOOK 2-SESSION 2, 2000.
[56] S. Tapkın, A. Çevik, Ü. Uşar, Prediction of Marshall test results for polypropylene modified dense bituminous mixtures using neural networks, Expert Systems with Applications 37(6) (2010) 4660-4670.
[57] A. Standard, Standard test method for marshall stability and flow of asphalt mixtures, West Conshohocken, PA (2015).
[58] R.A. Jimenez, Evaluation of methods to control debonding, FHWA, 1988.
[59] B.M. Kiggundu, F.L. Roberts, Stripping in HMA Mixtures: State-of-the-Art and Critical Review of Test Methods, in: T. Auburn University. National Center for Asphalt (Ed.) 1988.
[60] R.K. Hamdan, S.I. Sarsam, Impact of rejuvenators type on physical properties of aged asphalt cement, Civil Engineering Journal 5(9) (2019) 2058-69.
[61] H.H. Joni, R.H.A. Al-Rubaee, M.K. Shams, Assessment of Durability Properties of Reclaimed Asphalt Pavement Using Two Rejuvenators: Waste Engine Oil and Asphalt Cement (60-70) Penetration Grade, IOP Conference Series: Materials Science and Engineering 1090(1) (2021) 012001.
[62] X.X. Wei, K.T. Chau, Finite solid circular cylinders subjected to arbitrary surface load. Part II — Application to double-punch test, International Journal of Solids and Structures 37(40) (2000) 5733-5744.
[64] M. Arabani, S.A. Tahami, M. Taghipoor, Laboratory investigation of hot mix asphalt containing waste materials, Road Materials and Pavement Design 18(3) (2017) 713-729.
[65] P. Jitsangiam, K. Nusit, H. Nikraz, An Evaluation of Moisture Damage Resistance of Asphalt Concrete based on Dynamic Creep Characteristics, KSCE Journal of Civil Engineering 23(4) (2019) 1610-1616.