Performance investigation of phenol–formaldehyde resin (PF) and organic montmorillonite (OMMT) compound-modified bituminous mixture

References

• AASHTO, 2005. Mixture conditioning of hot mix asphalt (HMA). R30. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• AASHTO, 2007. Resistance of compacted hot mix asphalt (HMA) to moisture induced damage. T 283. Washington, DC: American Association of State Highway Transportation Officials.
   Google Scholar
• AASHTO, 2010. Standard method of test for determining rutting susceptibility of hot mix asphalt (HMA) using the asphalt pavement analyzer (APA). T 340. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• Andrade, J.R.M., et al., 2017. The effect of cardanol-formaldehyde resin in the rheological properties of the asphalt binder. International Journal of Civil & Environmental Engineering, 17 (2), 1–10.
   Google Scholar
• ASTM, 2006. Standard test method for Marshall stability and flow of bituminous mixtures. D6927. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM, 2008. Standard test method for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer. D6648. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM, 2012. Standard test method for indirect tensile (IDT) strength of bituminous mixtures. D6931. West Conshohocken, PA: ASTM International.
   Google Scholar
• ASTM, 2015. Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer. D7175. West Conshohocken, PA: ASTM International.
   Google Scholar
• Brasileiro, L., et al., 2019. Reclaimed polymers as asphalt binder modifiers for more sustainable roads: a review. Sustainability, 11 (3), 646.
   Web of Science ®Google Scholar
• Chen, J., Yan, K., and You, L., 2020. Rheological and spectroscopic properties of ethylene vinyl acetate–modified rubberized asphalt. Journal of Materials in Civil Engineering, 32 (6), 04020142.
   Web of Science ®Google Scholar
• Cheng, P., Li, Y., and Zhang, Z., 2020a. Effect of phenolic resin on the rheological and morphological characteristics of styrene-butadiene rubber-modified asphalt. Materials, 13 (24), 5836. https://www.ncbi.nlm.nih.gov/pubmed/33371403.
   PubMed Web of Science ®Google Scholar
• Cheng, P., Li, Y., and Zhang, Z., 2020b. Effect of phenolic resin on the rheological, chemical, and aging properties of SBR-modified asphalt. International Journal of Pavement Research and Technology, 14 (4), 421–427.
   Google Scholar
• China, 2004. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20-2004. Research Institute of Highway Ministry of Transport of China.
   Google Scholar
• China, 2011. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20-2011. Research Indtitute of Highway Ministry of Transport of China.
   Google Scholar
• Cubuk, M., et al., 2014. Rheological properties and performance evaluation of phenol formaldehyde modified bitumen. Journal of Materials in Civil Engineering, 26 (6), 04014015.
   Web of Science ®Google Scholar
• European, 2018. Bituminous mixtures test methods resistance to fatigue. EN 12697-24. European Committee for Standardization.
   Google Scholar
• Fang, C., et al., 2015. Effect of organic montmorillonite on the hot storage stability of asphalt modified by waste packaging polyethylene. Journal of Vinyl and Additive Technology, 21 (2), 89–93.
   Web of Science ®Google Scholar
• Gunka, V., et al., 2020. Application of phenol-cresol-formaldehyde resin as an adhesion promoter for bitumen and asphalt concrete. Road Materials and Pavement Design, 22 (12), 2906–2918.
   Web of Science ®Google Scholar
• Guo, M., et al., 2021. Characterisation of rejuvenation of various modified asphalt binders based on simplified chromatographic techniques. International Journal of Pavement Engineering, 23 (12), 4333–4343.
   Web of Science ®Google Scholar
• Guo, M., et al., 2023a. Study on the effect of different environmental factors on the aging gradient of asphalt binder based on field aging test. International Journal of Pavement Engineering, 24 (1), 2245950.
   Web of Science ®Google Scholar
• Guo, M., et al., 2023b. Study on effect of thermal, oxidative and ultraviolet coupled aging on rheological properties of asphalt binder and their contribution rates. International Journal of Pavement Engineering, 24 (1), 2239426.
   Web of Science ®Google Scholar
• Guo, N., et al., 2023. Computationally-Affordable Unsupervised Machine Learning Algorithm to Identify the Level of Distress Severity in Pavement Functional Performance. IEEE Transactions on Intelligent Transportation Systems, 24 (7), 7342–7356. http://dx.doi.org/10.1109/TITS.2023.3253845.
   Web of Science ®Google Scholar
• Guo, M., et al., 2023c. Study on effect of various rejuvenators on virgin asphalt binders suffering various aging conditions and the unified evaluation index. Construction and Building Materials, 397, 132331.
   Web of Science ®Google Scholar
• Hong, Z., et al., 2022. Effect of styrene-butadiene-styrene (SBS) on laboratory properties of low-density polyethylene (LDPE)/ethylene-vinyl acetate (EVA) compound modified asphalt. Journal of Cleaner Production, 338, 130677.
   Web of Science ®Google Scholar
• Huang, J., et al., 2023. Enhancing rheological and aging performance of matrix asphalt through thermoplastic phenol-formaldehyde resin-based intercalated clay nanocomposites: mechanisms and effects. Construction and Building Materials, 411, 134351.
   Web of Science ®Google Scholar
• Li, Y., et al., 2023. Application of bio-resin in road materials: rheological and chemical properties of asphalt binder modified by lignin-phenolic resin. Case Studies in Construction Materials, 18, e01989.
   Google Scholar
• Liang, M., et al., 2017. Effects of polymerized sulfur on rheological properties, morphology and stability of sbs modified asphalt. Construction and Building Materials, 150, 860–871.
   Web of Science ®Google Scholar
• Liu, J., et al., 2019. Evaluation of the characteristics of trinidad lake asphalt and styrene–butadiene–rubber compound modified binder. Construction and Building Materials, 202, 614–621.
   Web of Science ®Google Scholar
• Liu, J., et al., 2020. Partially replacing styrene-butadiene-styrene (sbs) with other asphalt binder modifier: feasibility study. Construction and Building Materials, 249, 118752.
   Web of Science ®Google Scholar
• Liu, H., et al., 2022a. Effect of organic montmorillonite on rheological properties of sasobit warm-mix asphalt and analysis of its ultraviolet aging behaviors. Journal of Materials in Civil Engineering, 34 (12), 04022339.
   Web of Science ®Google Scholar
• Liu, K., et al., 2022b. Assessment of automatic induction self-healing treatment applied to steel deck asphalt pavement. Automation in Construction, 133, 104011.
   Web of Science ®Google Scholar
• Liu, S., Zhou, S.B., and Xu, Y., 2018. Evaluation of cracking properties of sbs-modified binders containing organic montmorillonite. Construction and Building Materials, 175, 196–205.
   Web of Science ®Google Scholar
• Long, Z., et al., 2023. Nanomechanical Experiments and Molecular Dynamics Explorations for the Deterioration Evolution of Asphalt Driven by Chloride Salt Erosion. Journal of Materials in Civil Engineering, 35 (11), 04023382. http://dx.doi.org/10.1061/JMCEE7.MTENG-16100.
   Web of Science ®Google Scholar
• Ming, L.Y., Feng, C.P., and Siddig, E.a.A., 2018. Effect of phenolic resin on the performance of the styrene-butadiene rubber modified asphalt. Construction and Building Materials, 181, 465–473.
   Web of Science ®Google Scholar
• Mirabedini, A.S., Karrabi, M., and Ghasemi, I., 2012. Viscoelastic behavior of nbr/phenolic compounds. Iranian Polymer Journal, 22 (1), 25–32.
   Web of Science ®Google Scholar
• Polacco, G., et al., 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. Available from: https://www.ncbi.nlm.nih.gov/pubmed/26277208.
   PubMed Web of Science ®Google Scholar
• Shin, M.W., et al., 2015. Wear and friction-induced vibration of brake friction materials with different weight average molar mass phenolic resins. Tribology Letters, 58 (1), 1–8.
   Web of Science ®Google Scholar
• Tan, Z.-H., Wang, J.-J., and Shi, Z.-N., 2021. Laboratory investigation on effects of organic montmorillonite on performance of crumb rubber modified asphalt. Journal of Central South University, 27 (12), 3888–3898.
   Web of Science ®Google Scholar
• Wang, S., et al., 2019. Laboratory research on the performance of stress-absorption interlayer (SAI) of waste tire rubber and amorphous ploy alpha olefin modified asphalt. Construction and Building Materials, 223, 830–840.
   Web of Science ®Google Scholar
• Wang, C., et al., 2022. Effect of organic-montmorillonite on rheological performance of bio-asphalt composites with various oxidative aging. Construction and Building Materials, 342, 127945.
   Web of Science ®Google Scholar
• Xia, Q., et al., 2022. Using phenol formaldehyde resin, hexamethylenetetramine and matrix asphalt to synthesize hard-grade asphalts for high-modulus asphalt concrete. Sustainability, 14, 15689.
   Web of Science ®Google Scholar
• Yan, K., et al., 2020. Characteristics of waste tire rubber (wtr) and amorphous poly alpha olefin (APAO) compound modified porous asphalt mixtures. Construction and Building Materials, 253, 119071.
   Web of Science ®Google Scholar
• Yang, X., et al., 2021. Dynamic flame retardancy and flame mechanism of sbs- modified asphalt containing alumina trihydrate and organic montmorillonite. Construction and Building Materials, 309, 125077.
   Web of Science ®Google Scholar
• You, L., et al., 2022. Review of recycling waste plastics in asphalt paving materials. Journal of Traffic and Transportation Engineering (English Edition), 9 (5), 742–764. http://dx.doi.org/10.1016/j.jtte.2022.07.002.
   Google Scholar
• You, L., et al., 2023. Dynamic Viscoelastic Response of Asphalt Pavement With Random Transversely Isotropic Base Courses. Transportation Research Record: Journal of the Transportation Research Board, 2677 (8), 37–53. http://dx.doi.org/10.1177/03611981231155417.
   Web of Science ®Google Scholar
• Zhao, X., et al., 2018. Laboratory research on the properties of warm amorphous poly alpha olefin–modified asphalt mixture using sasobit and deurex. Journal of Materials in Civil Engineering, 30 (5).
   Web of Science ®Google Scholar