The rutting resistance and resilient moduli of Pre-Vulcanized Liquid Natural Rubber modified asphaltic concrete in warm-mix temperature condition
Abstract
Pre-Vulcanized Liquid Natural Rubber (PVLNR) modified asphalt leaves problems such as increasing the viscosity, thereby increasing the mixing and compaction temperature up to 175 °C, accelerating the ageing process. Therefore it is necessary to do developing methods using PVLNR at lower mixing temperatures requires warm-mix technology. This study aimed to evaluate the use of PVLNR modified asphalt in warm mix asphalt (WMA). Laboratory testing includes rheological modified asphalt, the workability analysis, Resilient Modulus and Deformation. The results showed that the PVLNR content decreased penetration increased the softening point and asphalt viscosity. In addition, additive Rediset LQ plays a role in reducing asphalt viscosity. The advantages of PVLNR modified asphalt are increasing elastic recovery, saving asphalt consumption and increasing the Modulus of hot mix asphalt rubber (HAR) and warm mix asphalt rubber (WAR). In addition, the Rutting resistance of WAR is better than that of HMA and WMA.
Keyword : Pre-Vulcanized Liquid Natural Rubber, warm mix, Rediset LQ
How to Cite
Irfan, Subagio, B. S., Hariyadi, E. S., & Maha, I. (2022). The rutting resistance and resilient moduli of Pre-Vulcanized Liquid Natural Rubber modified asphaltic concrete in warm-mix temperature condition. Journal of Civil Engineering and Management, 28(3), 196–207. https://doi.org/10.3846/jcem.2022.16452
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
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American Society for Testing and Materials (1995). Standard test method for indirect tension test for resilient modulus of bituminous mixtures. (ASTM D4123).
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Ansari, A. H., Jakarni, F. M., Muniandy, R., Hassim, S., & Elahi, Z. (2021). Natural rubber as a renewable and sustainable bio-modifier for pavement applications: A review. Journal of Cleaner Production, 289, 125727. https://doi.org/10.1016/j.jclepro.2020.125727
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AzokNobel. (2015b). Beyond warm-mix.
Babagoli, R., Jalali, F., & Khabooshani, M. (2021). Performance properties of WMA modified binders and asphalt mixtures containing PPA/SBR polymer blends. Journal of Thermoplastic Composite Materials. https://doi.org/10.1177/08927057211006460
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Blackley, D. C. (1997). Polymer latices (Science and Technology, Volume 3: Applications of latices). Springer. https://doi.org/10.1007/978-94-011-5848-0
Bressi, S., Fiorentini, N., Huang, J., & Losa, M. (2019). Crumb rubber modifier in road asphalt pavements: State of the art and statistics. Coatings, 9(6), 384. https://doi.org/10.3390/coatings9060384
Capitão, S. D., Picado-Santos, L. G., & Martinho, F. (2012). Pavement engineering materials: Review on the use of warm-mix asphalt. Construction and Building Materials, 36, 1016–1024. https://doi.org/10.1016/j.conbuildmat.2012.06.038
Ditjen Bina Konstruksi. (2018). Indonesia general highway specifications (No. 02/SE/Db/2018).
Du, Y., Chen, J., Han, Z., & Liu, W. (2018). A review on solutions for improving rutting resistance of asphalt pavement and test methods. Construction and Building Materials, 168, 893–905. https://doi.org/10.1016/j.conbuildmat.2018.02.151
Ekwulo, E. O., & Igwe, E. A. (2011). Effect of loading frequency on dynamic modulus of rubber latex-modified asphalt concrete. International Journal of Current Research, 3(9), 26–30.
Farouk, A. I. B., Hassan, N. A., Mahmud, M. Z. H., Mirza, J., Jaya, R. P., Hainin, M. R., Yaacob, H., & Yusoff, N. I. M. (2017). Effects of mixture design variables on rubber–bitumen interaction: properties of dry mixed rubberized asphalt mixture. Materials and Structures, 50, 12. https://doi.org/10.1617/s11527-016-0932-3
Hamzah, M. O., Golchin, B., Jamshidi, A., & Chailleux, E. (2015). Evaluation of Rediset for use in warm-mix asphalt: A review of the literatures. International Journal of Pavement Engineering, 16(9), 809–831. https://doi.org/10.1080/10298436.2014.961020
Ibrahim, A., Ahmad, A., Kamarudin, F., Mansor, S., Shafika, I., & Bahri, S. (2017). Performance of bituminous-modified binder using natural rubber latex as green enhancer. In Symposium on Innovation and Creativity (iMIT-SIC) (pp. 153–158).
Irfan, I., Subagio, B. S., Hariyadi, E. S., & Maha, I. (2020). Optimizing the use of Rediset ® LQ as an additive in warm mix asphalt technology. Jurnal Teknik Sipil, 27(3), 209. https://doi.org/10.5614/jts.2020.27.3.1
Irfan, Subagio, B. S., Hariyadi, E. S., & Maha, I. (2021). Performance evaluation of Pre-Vulcanized Liquid Natural Rubber (Pvlnr) in hot mix asphaltic concrete. International Journal of GEOMATE, 20(78), 107–114. https://doi.org/10.21660/2021.78.j2029
Kementerian Pekerjaan Umun Direktorat Jenderalbina Marga. (2018). Laston interim special specifications for asphalt with rubber (No. SKh-1.6.25). Indonesia.
Kheradmand, B., Muniandy, R., Hua, L. T., Yunus, R. B., & Solouki, A. (2014). An overview of the emerging warm mix asphalt technology. International Journal of Pavement Engineering, 15(1), 79–94. https://doi.org/10.1080/10298436.2013.839791
Kohjiya, S., & Ikeda, Y. (Eds). (2014). Chemistry, manufacture and applications of natural rubber. Woodhead Publishing Limited.
Kristjánsdottir, Ó., Muench, S. T., Michael, L., & Burke, G. (2007). Assessing potential for warm-mix asphalt technology adoption. Transportation Research Record: Journal of the Transportation Research Board, 2040(1), 91–99. https://doi.org/10.3141/2040-10
Leng, Z., Yu, H., Zhang, Z., & Tan, Z. (2017). Optimizing the mixing procedure of warm asphalt rubber with wax-based additives through mechanism investigation and performance characterization. Construction and Building Materials, 144, 291–299. https://doi.org/10.1016/j.conbuildmat.2017.03.208
Maha, I., Subagio, B. S., Affendi, F., & Rahman, H. (2015). Kinerja Campuran Beraspal Hangat Laston Lapis Pengikat (AC-BC) dengan Re-claimed Asphalt Pavement (RAP). Jurnal Teknik Sipil, 22(1), 57–66. https://doi.org/10.5614/jts.2015.22.1.7
Marković, G., & Visakh, P. M. (Eds). (2017). Rubber nano blends. Preparation, characterization and applications. Springer. https://doi.org/10.1007/978-3-319-48720-5
Martinho, F. C. G., Picado-Santos, L. G., & Capitão, S. D. (2017). Mechanical properties of warm-mix asphalt concrete containing different additives and recycled asphalt as constituents applied in real production conditions. Construction and Building Materials, 131, 78–89. https://doi.org/10.1016/j.conbuildmat.2016.11.051
Norouzi, N., Ameli, A., & Babagoli, R. (2021). Investigation of fatigue behaviour of warm modified binders and warm-stone matrix asphalt (WSMA) mixtures through binder and mixture tests. International Journal of Pavement Engineering, 22(8), 1042–1051. https://doi.org/10.1080/10298436.2019.1659262
National Standardization Agency. (2011a). How to test asphalt penetration (SNI 2456:2011). Indonesian National Standard for Testing.
National Standardization Agency. (2011b). How to test the softening point of asphalt with a ring and ball tool (ring and ball) (SNI 2434:2011). Indonesian National Standard for Testing.
National Standardization Agency. (2011c). How to test the specific gravity of hard asphalt (SNI 2441:2411). Indonesian National Standard for Testing.
National Standardization Agency. (2011d). How to test asphalt ductility (SNI 2432:2011). Indonesian National Standard for Testing.
National Standardization Agency. (2011e). How to test the flash point and burn point of asphalt with the Cleveland Open Cup tool (SNI 2433:2011). Indonesian National Standard for Testing.
National Standardization Agency. (n.d.). Solid asphalt density test method (SNI 06-2441-1991). Indonesian National Standard for Testing.
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