Abstract
Polymer-modified bitumen (PMB) with a polymer content of up to 6% has a tendency of experiencing phase separation during hot temperature storage. This paper aims to minimize phase separation of a hybrid PMB that combines styrene butadiene styrene (SBS) and recycled linear low-density polyethylene (R-LLDPE). Reactive elastomeric terpolymer (RET) was used as a compatibilizer and its influence on storage stability was analysed via a series of physical, rheological and chemical tests to investigate phase separation. Softening point test shows that the optimum content of RET is 1%, with a higher content (> 1%) resulting in gel formation. RET increases polarity and reactivity, hence it has the capability of chemically cross-linking the polymers and bitumen. The addition of 0.2% polyphosphoric acid (PPA) improves the performance as it acts as a catalyst that facilitates the chemical reaction. The results from the frequency sweep test found that analysing the complex modulus, phase angle and plotting the black diagram is necessary since the phase separation index based on softening point can be a misleading indicator due to gelation. From the infrared spectroscopy analysis, a similar chemical composition between the top and bottom sections generates comparable absorption peaks and intensity. Finally, fluorescence microscopy indicates a continuous phase, hence displaying a homogeneous dispersion of polymers within the bitumen.
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Abd El-Rahman, A. M. M., El-Shafie, M., Mohammedy, M. M., & Abo-Shanab, Z. L. (2018). Enhancing the performance of blown asphalt binder using waste EVA copolymer (WEVA). Egyptian Journal of Petroleum, 27(4), 513–521.
Ameri, M., Yeganeh, S., & Erfani Valipour, P. (2019). Experimental evaluation of fatigue resistance of asphalt mixtures containing waste elastomeric polymers. Construction and Building Materials, 198, 638–649.
Costa, L. M. B., Silva, H. M. R. D., Peralta, J., & Oliveira, J. R. M. (2019). Using waste polymers as a reliable alternative for asphalt binder modification—Performance and morphological assessment. Construction and Building Materials, 198, 237–244.
Fang, C., Liu, P., Yu, R., & Liu, X. (2014). Preparation process to affect stability in waste polyethylene-modified bitumen. Construction and Building Materials, 54, 320–325.
Karahrodi, M. H., Jazani, O. M., Paran, S. M. R., Formela, K., & Saeb, M. R. (2017). Modification of thermal and rheological characteristics of bitumen by waste PET/GTR blends. Construction and Building Materials, 134, 157–166.
Nouali, M., Ghorbel, E., & Derriche, Z. (2020). Phase separation and thermal degradation of plastic bag waste modified bitumen during high temperature storage. Construction and Building Materials, 239, 1–12.
Yan, K., Xu, H., & You, L. (2015). Rheological properties of asphalts modified by waste tire rubber and reclaimed low density polyethylene. Construction and Building Materials, 83, 143–149.
Joohari, I. B., & Giustozzi, F. (2021). Waste tyres crumb rubber as a sustainability enhancer for polymer-modified and hybrid polymer-modified bitumen. International Journal of Pavement Engineering, 2, 1–15.
Nizamuddin, S., Boom, Y. J., & Giustozzi, F. (2021). Sustainable polymers from recycled waste plastics and their virgin counterparts as bitumen modifiers: A comprehensive review. Polymers, 13, 19.
Rahman, M. T., Mohajerani, A., & Giustozzi, F. (2020). Recycling of waste materials for asphalt concrete and bitumen: A review. Materials, 13, 7.
Abuaddous, M., Taamneh, M. M., & Rababah, S. R. (2020). The potential use of recycled polyethylene terephthalate (RPET) plastic waste in asphalt binder. International Journal of Pavement Research and Technology, 14(5), 579–587.
Wang, H., Liu, X., Erkens, S., & Skarpas, A. (2020). Experimental characterization of storage stability of crumb rubber modified bitumen with warm-mix additives. Construction and Building Materials, 249, 2.
Zhu, J., Balieu, R., & Wang, H. (2019). The use of solubility parameters and free energy theory for phase behaviour of polymer-modified bitumen: A review. Road Materials and Pavement Design, 2, 1–22.
Kryszewski, M., Galeski, A., & Martuscelli, E. (1984). Polymer Blends Processing, Morphology and Properties (Vol. 2). Springer.
Sienkiewicz, M., Janik, H., Borzędowska-Labuda, K., & Kucińska-Lipka, J. (2017). Environmentally friendly polymer-rubber composites obtained from waste tyres: A review. Journal of Cleaner Production, 147, 560–571.
Karger-Kocsis, J., Mészáros, L., & Bárány, T. (2012). Ground tyre rubber (GTR) in thermoplastics, thermosets, and rubbers. Journal of Materials Science, 48(1), 1–38.
Polacco, G., Stastna, J., Biondi, D., & Zanzotto, L. (2006). Relation between polymer architecture and nonlinear viscoelastic behavior of modified asphalts. Current Opinion in Colloid & Interface Science, 11(4), 230–245.
Polacco, G., Filippi, S., Merusi, F., & Stastna, G. (2015). A review of the fundamentals of polymer-modified asphalts: Asphalt/polymer interactions and principles of compatibility. Advances in Colloid and Interface Science, 224, 72–112.
Jasso, M., Hampl, R., Vacin, O., Bakos, D., Stastna, J., & Zanzotto, L. (2015). Rheology of conventional asphalt modified with SBS, Elvaloy and polyphosphoric acid. Fuel Processing Technology, 140, 172–179.
Ahmedzade, P. (2013). The investigation and comparison effects of SBS and SBS with new reactive terpolymer on the rheological properties of bitumen. Construction and Building Materials, 38, 285–291.
Liu, L., Xiao, F., Zhang, H., & Amirkhanian, S. (2017). Rheological characteristics of alternative modified binders. Construction and Building Materials, 144, 442–450.
Geckil, T., & Seloglu, M. (2018). Performance properties of asphalt modified with reactive terpolymer. Construction and Building Materials, 173, 262–271.
Xu, C., Zhang, Z., Zhao, F., Liu, F., & Wang, J. (2019). Improving the performance of RET modified asphalt with the addition of polyurethane prepolymer (PUP). Construction and Building Materials, 206, 560–575.
Geckil, T. (2019). Physical, chemical, microstructural and rheological properties of reactive terpolymer-modified bitumen. Materials, 12, 6.
Singh, D., Ashish, P. K., Kataware, A., & Habal, A. (2017). Evaluating performance of PPA-and-Elvaloy-modified binder containing WMA additives and lime using MSCR and LAS tests. Journal of Materials in Civil Engineering, 29, 8.
Gama, D. A., Yan, Y., Rodrigues, J. K. G., & Roque, R. (2018). Optimizing the use of reactive terpolymer, polyphosphoric acid and high-density polyethylene to achieve asphalt binders with superior performance. Construction and Building Materials, 169, 522–529.
Liu, S., Zhou, S., & Peng, A. (2020). Evaluation of polyphosphoric acid on the performance of polymer modified asphalt binders. Journal of Applied Polymer Science, 137, 34.
Zhu, J., Lu, X., & Kringos, N. (2016). Experimental investigation on storage stability and phase separation behaviour of polymer-modified bitumen. International Journal of Pavement Engineering, 19(9), 832–841.
Mahida, S., Shah, Y. U., & Sharma, S. (2021). Analysis of the influence of using waste polystyrene in virgin bitumen. International Journal of Pavement Research and Technology, 2, 1–14.
Airey, G. D. (2011). Use of black diagrams to identify inconsistencies in rheological data. Road Materials and Pavement Design, 3(4), 403–424.
Xu, O., Xiao, F., Han, S., Amirkhanian, S. N., & Wang, Z. (2016). High temperature rheological properties of crumb rubber modified asphalt binders with various modifiers. Construction and Building Materials, 112, 49–58.
D.W.C. D.A. Anderson, H.U. Bahia, R. Dogre, C.E. Antle, Binder characterization and evaluation. volume 3: physical characterization, SHRP-A-369, National Research Council, Washington, DC1994.
Liu, J., Sun, Y., Wang, W., & Chen, J. (2017). Using the viscoelastic parameters to estimate the glass transition temperature of asphalt binders. Construction and Building Materials, 153, 908–917.
Athira, P. K., Atul Narayan, S. P., Murali Krishnan, J., & Jain, P. K. (2020). Comparison of binder and mixture tests to characterize permanent deformation of elastomer and terpolymer modified binders. Construction and Building Materials, 264, 2.
Chen, J. S. L., & M.C., Shiah, M.S. (2002). Asphalt modified by styrene-butadiene-styrene triblock copolymer: morphology and model. Journal of Materials in Civil Engineering, 14(3), 224–229.
Xia, T., Qin, Y., Xu, J., Zhou, L., Chen, W., & Dai, J. (2018). Viscoelastic phase separation and crystalline-to-amorphous phase transition in bitumen/SBS/PE blends. Polymer, 155, 129–135.
Xiao, F., Amirkhanian, S., Wang, H., & Hao, P. (2014). Rheological property investigations for polymer and polyphosphoric acid modified asphalt binders at high temperatures. Construction and Building Materials, 64, 316–323.
Lesueur, D. (2009). The colloidal structure of bitumen: Consequences on the rheology and on the mechanisms of bitumen modification. Advances in Colloid and Interface Science, 145(1–2), 42–82.
Masson, J. F. (2008). Brief review of the chemistry of polyphosphoric acid (PPA) and bitumen. Energy & Fuels, 22(5), 3560–3560.
Syroezhko, O. Y. B. A. M., Fedorov, V. V., & Gusarova, E. N. (2003). Modification of paving asphalts with sulfur. Russian Journal of Applied Chemistry, 76(3), 4913–5496.
Nivitha, M. R., Prasad, E., & Krishnan, J. M. (2019). Transitions in unmodified and modified bitumen using FTIR spectroscopy. Materials and Structures, 52, 1.
Keyf, S., Ismail, O., & Çorbacioğlu, B. D. (2007). Polymer-modified bitumen using ethylene terpolymers. Petroleum Science and Technology, 25(7), 915–923.
Keyf, S. (2013). The modification of bitumen with reactive ethylene terpolymer, styrene butadiene styrene and variable amounts of ethylene vinyl acetate. Research on Chemical Intermediates, 41(3), 1485–1497.
Cuciniello, G., Leandri, P., Losa, M., & Airey, G. (2020). Effects of ageing on the damage tolerance of polymer modified bitumens investigated through the LAS test and fluorescence microscopy. International Journal of Pavement Engineering, 2, 1–12.
Mirwald, J., Hofko, B., & Grothe, H. (2020). Utilising fluorescence spectroscopy and optical microscopy to investigate bitumen long-term ageing. Road Materials and Pavement Design, 2, 1–14.
Sengoz, B., & Isikyakar, G. (2008). Analysis of styrene-butadiene-styrene polymer modified bitumen using fluorescent microscopy and conventional test methods. Journal of Hazardous Materials, 150(2), 424–432.
Luo, Y., Zhang, Z., Zhang, H., Zhang, M., Zhang, K., & Zhao, Y. (2021). Performance optimization of high viscosity modified asphalt with SBS composite modifier and comparison of different high viscosity modified asphalts. International Journal of Pavement Research and Technology, 2, 1–13.
Acknowledgements
This work was supported by Skim Latihan Akademik Bumiputera (SLAB); Universiti Malaysia Perlis (UniMAP); and the Ministry of Higher Education of Malaysia.
Funding
This work was supported by Skim Latihan Akademik Bumiputera (SLAB); Universiti Malaysia Perlis (UniMAP); and the Ministry of Higher Education of Malaysia.
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Joohari, I.B., Maniam, S. & Giustozzi, F. Enhancing the Storage Stability of SBS-Plastic Waste Modified Bitumen Using Reactive Elastomeric Terpolymer. Int. J. Pavement Res. Technol. 16, 304–318 (2023). https://doi.org/10.1007/s42947-021-00132-z
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DOI: https://doi.org/10.1007/s42947-021-00132-z