REVIEW OF THE INFLUENCE OF EMULSIFIER TYPES USED IN PRODUCING BITUMEN EMULSIONS ON EMULSION STABILITY
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Abstract
This article presents a systematic analysis of three types of emulsifiers-cationic, anionic, and nonionic-used in the production of bitumen emulsions, as well as their chemical nature, molecular structure, and the impact of application areas on emulsion stability. The article separately considers the influence of such factors as emulsifier type, concentration, pH of the medium, droplet size, and zeta potential on stability, as well as the mechanism of action of cetyltrimethylammonium chloride (CTAC) and octadecylamine hydrochloride (C18H37NH2·HCl), which belong to the class of cationic emulsifiers, sodium oleate as an anionic emulsifier, and nonionic emulsifiers based on the hydrophilic-lipophilic balance (HLB) theory. The results show that cationic emulsifiers provide the best stability in a low-acid environment (pH 2-5), and anionic emulsifiers are compatible with limestone aggregates. In contrast, nonionic emulsifiers are suitable for long-term storage. Bio-based emulsifiers-in particular, cationic lignin-based ones-are preferred.
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[1] Al-Mohammedawi, A., & Mollenhauer, K. (2022). Current research and challenges in bitumen emulsion manufacturing and its properties. Materials, 15(6), 2026. https://doi.org/10.3390/ma15062026 DOI: https://doi.org/10.3390/ma15062026
[2] Razali, M. N., Md Hadun, H. S., Nour, A. H., Mohd Ramli, N., & Mohd Zuhan, M. K. N. (2024). Performance test of emulsifiers for bitumen emulsion mixture. In Intelligent manufacturing and mechatronics (Springer Proceedings in Materials, Vol. 40). Springer. https://doi.org/10.1007/978-981-99-9848-7_39 DOI: https://doi.org/10.1007/978-981-99-9848-7_39
[3] You, L., Dai, Q., You, Z., Zhou, X., & Washko, S. (2020). Stability and rheology of asphalt-emulsion under varying acidic and alkaline levels. Journal of Cleaner Production, 256, 120417. https://doi.org/10.1016/j.jclepro.2020.120417 DOI: https://doi.org/10.1016/j.jclepro.2020.120417
[4] Yuliestyan, A., Partal, P., Navarro, F. J., Martín-Sampedro, R., Ibarra, D., & Eugenio, M. E. (2022). Emulsion stabilization by cationic lignin surfactants derived from bioethanol production and kraft pulping processes. Polymers, 14(14), 2879. DOI: https://doi.org/10.3390/polym14142879
[5] Yuliestyan, A., García-Morales, M., Moreno, E., Carrera, V., & Partal, P. (2017). Assessment of modified lignin cationic emulsifier for bitumen emulsions used in road paving. Materials & Design, 131, 242–251. https://doi.org/10.1016/j.matdes.2017.06.024 DOI: https://doi.org/10.1016/j.matdes.2017.06.024
[6] Yuliestyan, A., Gabet, T., Marsac, P., García-Morales, M., & Partal, P. (2018). Sustainable asphalt mixes manufactured with reclaimed asphalt and modified-lignin-stabilized bitumen emulsions. Construction and Building Materials, 173, 662–671. https://doi.org/10.1016/j.conbuildmat.2018.04.044 DOI: https://doi.org/10.1016/j.conbuildmat.2018.04.044
[7] Eftekhari, H., Bayat, A., Habibpour, R., & Eftekhari, N. (2021). Effect of emulsifying agent on rheological properties of bitumen emulsion modified with different techniques of adding SBR latex polymer. Road Materials and Pavement Design, 23(3), 665–685. https://doi.org/10.1080/14680629.2020.1835695 DOI: https://doi.org/10.1080/14680629.2020.1835695
[8] Losa, G., Margaritis, A., Kanellopoulos, N., & Pell, A. (2023). Laboratory and field performances of grave emulsion manufactured using nanocellulose crystals as an asphalt-emulsion emulsifier. Road Materials and Pavement Design, 25(3), 492–510. https://doi.org/10.1080/14680629.2023.2216305 DOI: https://doi.org/10.1080/14680629.2023.2216305
[9] Sidun, I., Bidos, V., Teshchyshyn, N., & Kalmuk, M. (2025). Storage stability of cationic bitumen emulsions. Theory and Building Practice. https://doi.org/10.23939/jtbp2025.01.089 DOI: https://doi.org/10.23939/jtbp2025.02.089
[10] Eftekhari, H., Bayat, A., Habibpour, R., & Eftekhari, N. (2021). Effect of polymer modified bitumen emulsion production method on the durability of recycled asphalt mixture in the presence of deicing agents. Construction and Building Materials, 311, 125244. https://doi.org/10.1016/j.conbuildmat.2021.125244 DOI: https://doi.org/10.1016/j.conbuildmat.2021.125244
[11] Geng, L., Liu, Y., Li, X., & Li, Y. (2022). Preparation and performance evaluation of emulsified asphalt with rejuvenator and latex for pavement seal coat. Construction and Building Materials, 318, 125997. https://doi.org/10.1016/j.conbuildmat.2021.125997 DOI: https://doi.org/10.1016/j.conbuildmat.2021.125997
[12] Aprea, P., Lirer, F., Mangoni, M., Vilardo, M., Caputo, P., & Oliviero Rossi, C. (2021). Stability of bituminous emulsion induced by waste-based bio-surfactant. Applied Sciences, 11(7), 3280. https://doi.org/10.3390/app11073280 DOI: https://doi.org/10.3390/app11073280
[13] Antonova, I., & Ayupov, D. (2021). Anionic bitumen emulsions for waterproofing. E3S Web of Conferences, 274, 04007. https://doi.org/10.1051/e3sconf/202127404007 DOI: https://doi.org/10.1051/e3sconf/202127404007
[14] Pinto, I., & Buss, A. (2020). ζ potential as a measure of asphalt emulsion stability. Energy & Fuels, 34(2), 2143–2151. https://doi.org/10.1021/acs.energyfuels.9b03565 DOI: https://doi.org/10.1021/acs.energyfuels.9b03565
[15] Querol, N., Barreneche, C., & Cabeza, L. F. (2017). Storage stability of bimodal emulsions vs. monomodal emulsions. Applied Sciences, 7(12), 1267. https://doi.org/10.3390/app7121267 DOI: https://doi.org/10.3390/app7121267
[16] Jada, A., Florentin, C., & Mariotti, S. (2004). Study of the electrical properties of cationic bitumen emulsions by microelectrophoresis. Advances in Colloid and Interface Science, 108–109, 127–132. https://doi.org/10.1016/j.cis.2003.10.006 DOI: https://doi.org/10.1016/j.cis.2003.10.006
[17] Salou, M., Siffert, B., & Jada, A. (1998). Interfacial characteristics of petroleum bitumens in contact with acid water. Fuel, 77(4), 343–346. https://doi.org/10.1016/S0016-2361(97)00207-X DOI: https://doi.org/10.1016/S0016-2361(97)00207-X
[18] Cuaran-Cuaran, Z. I., Castilla-Barbosa, M., Rincón, O., & Ocampo-Terreros, M. (2024). Evaluation of the electrochemical interaction in the asphalt emulsion-aggregate system of cold mix asphalt through zeta potential and surface free energy analysis. International Journal of Pavement Engineering, 25(1), Article 2361837. https://doi.org/10.1080/10298436.2024.2361837 DOI: https://doi.org/10.1080/10298436.2024.2361837
[19] Yang, Z., Jiang, C., Xiang, Q., Wu, J., Li, J., Cao, Z., & Xiao, F. (2025). Probing the stability of emulsified asphalts: A dual analysis of zeta potential and particle size. Fuel, 396, 135266. https://doi.org/10.1016/j.fuel.2025.135266 DOI: https://doi.org/10.1016/j.fuel.2025.135266
[20] Yan, Z., Tian, Y., Hu, J., Yao, Z., & Fuller, G. G. (2025). Revising HLB theory for surface tension prediction of the aqueous solution of asphalt emulsifiers. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 715, 136663. https://doi.org/10.1016/j.colsurfa.2025.136663 DOI: https://doi.org/10.1016/j.colsurfa.2025.136663
[21] Peng, Y., Miao, J., Yu, X., Yang, Y., Yang, Q., Kong, L., Wang, W., Chen, Y., Liang, F., & Ao, T. (2024). The effect of anionic emulsifiers' diversity and manufacturing processes on the stability and mechanical properties of the water-based epoxy-emulsified asphalt. Scientific Reports, 14, 22268. https://doi.org/10.1038/s41598-024-73009-3 DOI: https://doi.org/10.1038/s41598-024-73009-3
[22] Zhang, P., Hou, Y., Niu, K., Tian, B., & Wang, H. (2023). Effects of anionic emulsifiers and emulsified asphalt on hydration and microstructure of cement. Materials, 17(1), 36. https://doi.org/10.3390/ma17010036 DOI: https://doi.org/10.3390/ma17010036