Sustainable Fillers and Polymer Modifiers in Dense- and Open-Graded Asphalt Mixtures: A Performance Review
DOI:
https://doi.org/10.71229/ngef8s38Keywords:
Dense and Open asphalt mixture , Sustainable filler, ABS and PLA PolymersAbstract
The integration of sustainable materials into asphalt mixtures is crucial for enhancing pavement performance and minimizing environmental impacts. This review compares unmodified and modified dense-graded asphalt mixtures (DGAM) and open-graded asphalt mixtures (OGAM), focusing on traditional calcium carbonate (CaCO₃) versus sustainable alternatives such as sulfur waste (SW) and phosphogypsum (PG). The results show that sustainable fillers improve strength and durability, with SW enhancing deformation resistance and PG adding mechanical stability in dry conditions. However, PG mixtures are moisture-sensitive, and DGAM can have drainage issues. Polymer modifications improve rigidity and resistance to fatigue and rutting but may complicate workability. Overall, the findings support an optimal design approach that considers filler type, polymer content, and mixture gradation. They also highlight the potential of sustainable fillers and polymers in green pavement construction, suggesting that advancing SW and PG as CaCO₃ substitutes and examining the compatibility of acrylonitrile butadiene styrene (ABS) and polylactic acid (PLA) across varying climates can promote sustainability. A specific research gap remains: PLA and ABS have not been used with PG fillers in asphalt mixtures, particularly in both DGAM and OGAM, underscoring the need to investigate these exact mixtures.
References
[1] A. Chowdhury, J. Grau, J. Button, and D. Little, “Effect of Gradation on Permanent Deformation of Superpave Hot-Mix Asphalt,” 80th Annual Meeting of the Transportation Research Board, 2001.
[2] M. B. Ahmed, A. H. Abed, and Y. M. H. Al-Badran, “Evaluation of Moisture Susceptibility for Modified Open Graded Friction Course Mixes Used Styrene Butadiene Styrene,” Al-Nahrain Journal for Engineering Sciences, vol. 22, no. 2, pp. 94–101, Jul. 2019, doi: https://doi.org/10.29194/NJES.22020094.
[3] N. Yaro et al., “A Comprehensive Overview of the Utilization of Recycled Waste Materials and Technologies in Asphalt Pavements: Towards Environmental and Sustainable Low-Carbon Roads,” Jul. 01, 2023, Multidisciplinary Digital Publishing Institute (MDPI). doi: https://doi.org/10.3390/pr11072095.
[4] M. Arabani, M. Effati, M. Safari, M. M. Shalchian, and M. H. Hassanjani, “The Comprehensive Review on the Mechanisms and Performance of Different Bio-Extenders in the Bitumen,” International Journal of Pavement Research and Technology, Jul. 2024, doi: https://doi.org/10.1007/s42947-024-00457-5.
[5] M. Taghipoor, A. Hassani, and M. M. Karimi, “Investigation of material composition, design, and performance of open-graded asphalt mixtures for semi-flexible pavement: A comprehensive experimental study,” Journal of Traffic and Transportation Engineering (English Edition), vol. 11, no. 1, pp. 92–116, Feb. 2024, doi: https://doi.org/10.1016/j.jtte.2023.06.003.
[6] S. A. Ahmed, S. A. Tayh, and N. A. Jasim, “Functional and Durability Properties of Open-Graded Asphalt Mixtures: AReview,” Al Rafidain Journal of Engineering Sciences, vol. 3, no. 1, pp. 228–242, Jan. 2025, doi: https://doi.org/10.61268/7grbyx85.
[7] A. Gupta, J. Rodriguez-Hernandez, and D. Castro-Fresno, “Incorporation of additives and fibers in porous asphalt mixtures: A review,” Oct. 01, 2019, MDPI AG. doi: https://doi.org/10.3390/ma12193156.
[8] M. I. Anwar, M. Arifuzzaman, and M. M. Rahman, “Assessment of Environmental Impact and Energy Demand of Sulfur Modified Asphalt in Road Pavementa,” in 2020 Second International Sustainability and Resilience Conference: Technology and Innovation in Building Designs (51154), IEEE, 2020, pp. 1–6. doi: https://doi.org/10.1109/IEEECONF51154.2020.9319983.
[9] H. A. Alsolieman, A. M. Babalghaith, Z. A. Memon, A. S. Al-Suhaibani, and A. Milad, “Evaluation and comparison of mechanical properties of polymer-modified asphalt mixtures,” Polymers (Basel), vol. 13, no. 14, p. 2282, 2021, doi: https://doi.org/10.3390/polym13142282.
[10] F. Y. AlJaberi, A. A. Hussein, A. M. Ali, and R. T. Al-khateeb, “A review on the enhancement of asphalt cement using different additives,” in AIP Conference Proceedings, AIP Publishing, 2022. doi: https://doi.org/10.1063/5.0107845.
[11] G. Singh and R. Chauhan, “Experimental study on the behavior of modified asphalt concrete mix developed using plastic waste and scrapped rubber tyre,” Int. J. Adv. Sci. Technol, vol. 29, pp. 1621–1630, 2020.
[12] M. G. Al-Taher, A. M. Sawan, M. E.-S. A. Solyman, M. I. El-Sharkawi Attia, and M. F. Ibrahim, “Evaluating the Durability of Asphalt Mixtures for Flexible Pavement Using Different Techniques: A Review,” International Journal of Pavement Research and Technology, Oct. 2024, doi: https://doi.org/10.1007/s42947-024-00469-1.
[13] N. Darshan and A. V. Kataware, “Review on Porous Asphalt Pavements: A Comprehensive Resolution for Stormwater Management and Applications in Current Built Environment,” International Journal of Pavement Research and Technology, May 2024, doi: https://doi.org/10.1007/s42947-024-00444-w.
[14] K. Zhang and J. Kevern, “Review of porous asphalt pavements in cold regions: the state of practice and case study repository in design, construction, and maintenance,” Dec. 01, 2021, Springer Nature. doi: https://doi.org/10.1186/s43065-021-00017-2.
[15] T. Imjai, R. Garcia, W. Rassameekobkul, L. A. Sofri, and A. Wicaksono, “Service Performance of Porous Asphalt Mixtures in Thailand: Laboratory and Full-Scale Field Tests,” International Journal of Pavement Research and Technology, Jun. 2024, doi: https://doi.org/10.1007/s42947-024-00447-7.
[16] M. Arabani, A. Amiri, and M. H. Hassanjani, “Utilizing olive pomace oil and the extrusion of SBS and PVC to enhance the physical and rheological characteristics of asphalt binder,” Case Studies in Construction Materials, vol. 21, p. e04097, Dec. 2024, doi: https://doi.org/10.1016/j.cscm.2024.e04097.
[17] M. Buncher and M. Anderson, Asphalt Mix Design Methods. USA: Asphalt Institute, 2015.
[18] B. J. Putman, “Evaluation of Open-Graded Friction Courses: Construction, Maintenance, And Performance,” 2012.
[19] D. N. Little, D. H. Allen, and A. Bhasin, “Modeling and Design of Flexible Pavements and Materials,” Aug. 2018. doi: https://doi.org/10.1007/978-3-319-58443-0.
[20] E. N. Ezzat and A. H. Abed, “The influence of using hybrid polymers, aggregate gradation and fillers on moisture sensitivity of asphaltic mixtures,” in Materials Today: Proceedings, Elsevier Ltd, 2020, pp. 493–498. doi: https://doi.org/10.1016/j.matpr.2019.09.176.
[21] S. T. Muench, C. Weiland, J. Hatfield, and k. L. Wallace, “Open-Graded Wearing Courses in The Pacific Northwest Final Report SPR 680,” Jun. 2011.
[22] R. V. Mota et al., “Effect of Binder Rheology and Aggregate Gradation on the Permanent Deformation of Asphalt Mixtures,” International Journal of Civil Engineering, vol. 19, no. 7, pp. 777–787, Jul. 2021, doi: https://doi.org/10.1007/s40999-021-00614-y.
[23] P. S. Kandhal and R. B. Mallick, “Design of New-Generation Open-Graded Friction Course,” 1999.
[24] G. J. Taylor, “Open-Graded Friction Courses (OGFC) Course No: C02-058 Credit: 2 PDH,” 2023. [Online]. Available: www.cedengineering.com
[25] L. M. Moore, R. G. Hicks, and D. F. Rogge, “Design, Construction, and Maintenance Guidelines for Porous Asphalt Pavements,” Transportation Research Record: Journal of the Transportation Research Board, vol. 1778, no. 1, pp. 91–99, Jan. 2001, doi: https://doi.org/10.3141/1778-11.
[26] T. Bennert, F. Fee, E. Sheehy, A. Jumikis, and R. Sauber, “Comparison of Thin-Lift Hot-Mix Asphalt Surface Course Mixes in New Jersey,” Transportation Research Record: Journal of the Transportation Research Board, vol. 1929, pp. 59–68, Jan. 2005, doi: https://doi.org/10.3141/1929-08.
[27] J. S. Chen and C. H. Yang, “Porous asphalt concrete: A review of design, construction, performance and maintenance,” International Journal of Pavement Research and Technology, vol. 13, no. 6, pp. 601–612, Nov. 2020, doi: https://doi.org/10.1007/s42947-020-0039-7.
[28] Nzta, “Performance of open graded porous asphalt in New Zealand,” 2011.
[29] H. Özen, “Rutting evaluation of hydrated lime and SBS modified asphalt mixtures for laboratory and field compacted samples,” Constr Build Mater, vol. 25, no. 2, pp. 756–765, Feb. 2011, doi: https://doi.org/10.1016/J.CONBUILDMAT.2010.07.010.
[30] H. F. Hassan, S. Al-Oraimi, and R. Taha, “Evaluation of Open-Graded Friction Course Mixtures Containing Cellulose Fibers and Styrene Butadiene Rubber Polymer,” Journal of Materials in Civil Engineering, vol. 17, no. 4, pp. 416–422, Aug. 2005, doi: https://doi.org/10.1061/(ASCE)0899-1561(2005)17:4(416).
[31] V. S. Punith and A. Veeraragavan, “Characterization of OGFC Mixtures Containing Reclaimed Polyethylene Fibers,” Journal of Materials in Civil Engineering, vol. 23, no. 3, pp. 335–341, Mar. 2011, doi: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000162.
[32] M. Ameri and M. A. Esfahani, “Evaluation and Performance of Hydrated Lime and Limestone Powder in Porous Asphalt,” Road Materials and Pavement Design, vol. 9, no. 4, pp. 651–664, Jan. 2008, doi: https://doi.org/10.1080/14680629.2008.9690143.
[33] O. A. Al-Jawad and S. Al-Busaltan, “Statistical Modeling for the Characteristics of Open Graded Friction Course Asphalt,” 2019. doi: https://doi.org/10.29196/jubes.v27i1.2176.
[34] Y. Chen, S. Xu, G. Tebaldi, and E. Romeo, “Role of mineral filler in asphalt mixture,” Road Materials and Pavement Design, vol. 23, no. 2, pp. 247–286, 2022, doi: https://doi.org/10.1080/14680629.2020.1826351.
[35] E. Aburkaba and R. Muniandy, “An Overview of the Use of Mineral Fillers in Asphalt Pavements,” Aust J Basic Appl Sci, vol. 10, no. 9, pp. 279–292, 2016, [Online]. Available: http://creativecommons.org/licenses/by/4.0/
[36] H. Abdulbaqi, H. Joni, and Z. Ibrahim, “Evaluation of Modified Local Asphalt Mixtures by Fatigue Distress Criteria,” University of Technology, 2015.
[37] N. Tiwari, N. Baldo, N. Satyam, and M. Miani, “Mechanical Characterization of Industrial Waste Materials as Mineral Fillers in Asphalt Mixes: Integrated Experimental and Machine Learning Analysis,” Sustainability (Switzerland), vol. 14, no. 10, May 2022, doi: https://doi.org/10.3390/su14105946.
[38] V. Gunka, I. Sidun, A. Helesh, Y. Demchuk, O. Poliak, and N. Vytrykush, “Modification of Asphalt Concrete with Sulfur-Containing Waste,” Advances in Materials Science and Engineering, vol. 2024, 2024, doi: https://doi.org/10.1155/amse/5571988.
[39] A. I. Al-Hadidy, “Experimental Investigation on Performance of Asphalt Mixtures with Waste Materials,” International Journal of Pavement Research and Technology, vol. 17, no. 4, pp. 1079–1091, Jul. 2024, doi: https://doi.org/10.1007/s42947-023-00288-w.
[40] A. I. Al-Hadidy, “Laboratory Evaluation of Sulfur Waste Asphalt Mixtures Containing SBS and Waste Polypropylene Polymers,” International Journal of Pavement Research and Technology, vol. 17, no. 2, pp. 503–517, Mar. 2024, doi: https://doi.org/10.1007/s42947-022-00252-0.
[41] J. Men, Y. Li, P. Cheng, and Z. Zhang, “Recycling phosphogypsum in road construction materials and associated environmental considerations: A review,” Heliyon, vol. 8, no. 11, Nov. 2022, doi: https://doi.org/org/10.1016/j.heliyon.2022.e11518.
[42] S. Mehta, S. Pastariya, A. Bhargava, G. Verma, and A. Bharadwaj, “Bitumen Concrete Mix Design Using Cement and Phosphogypsum as Filler Materials,” International Journal of Advanced Engineering Research and Science, vol. 7, no. 6, pp. 296–300, 2020, doi: https://doi.org/10.22161/ijaers.76.36.
[43] L. Ou, R. Li, H. Zhu, H. Zhao, and R. Chen, “Upcycling waste phosphogypsum as an alternative filler for asphalt pavement,” J Clean Prod, vol. 420, p. 138332, Sep. 2023, doi: https://doi.org/10.1016/J.JCLEPRO.2023.138332.
[44] S. Meskini, I. Mechnou, M. Benmansour, T. Remmal, and A. Samdi, “Environmental investigation on the use of a phosphogypsum-based road material: Radiological and leaching assessment,” J Environ Manage, vol. 345, p. 118597, Nov. 2023, doi: https://doi.org/10.1016/J.JENVMAN.2023.118597.
[45] Y. Zhang et al., “Research on Durability and Long-Term Moisture Stability Improvement of Asphalt Mixture Based on Buton Rock Asphalt,” 2023, doi: https://doi.org/10.3390/su151712708.
[46] N. M. Katamine, “Phosphate Waste in Mixtures to Improve Their Deformation,” J Transp Eng, vol. 126, no. 5, pp. 382–389, Sep. 2000, doi: https://doi.org/10.1061/(ASCE)0733-947X(2000)126:5(382).
[47] K. D. Weiksnar, K. A. Clavier, S. J. Laux, and T. G. Townsend, “Influence of trace chemical constituents in phosphogypsum for road base applications: A review,” Resour Conserv Recycl, vol. 199, p. 107237, Dec. 2023, doi: https://doi.org/10.1016/j.resconrec.2023.107237.
[48] Ya. N. Kovalev, V. N. Yaglov, T. A. Chistova, and V. V. Girinsky, “Application of Phosphogypsum in Road Construction,” Science & Technique, vol. 20, no. 6, pp. 493–498, Dec. 2021, doi: https://doi.org/10.21122/2227-1031-2021-20-6-493-498.
[49] M. Amrani et al., “Feasibility of using phosphate wastes for enhancing high-temperature rheological characteristics of asphalt binder,” J Mater Cycles Waste Manag, vol. 22, no. 5, pp. 1407–1417, Sep. 2020, doi: https://doi.org/10.1007/s10163-020-01026-1.
[50] E. L. Omairey et al., “Interfacial Water Stability between Modified Phosphogypsum Asphalt Mortar and Aggregate Based on Molecular Dynamics,” 2023, doi: https://doi.org/10.3390/polym15224412.
[51] I. Alkaabi and S. Sarsam, “Assessment of Modified-Asphalt Cement Properties,” University of Baghdad, Baghdad, 2012.
[52] P. Saha Chowdhury, S. L. A. Noojilla, and M. A. Reddy, “Evaluation of fatigue characteristics of asphalt mixtures using Cracking Tolerance index (CTIndex),” Constr Build Mater, vol. 342, Aug. 2022, doi: https://doi.org/10.1016/j.conbuildmat.2022.128030.
[53] S. Technologies, “Acrylonitrile Butadiene Styrene (ABS),” fastradius.com. Accessed: Apr. 15, 2021. [Online]. Available: https://sybridge.com/know-your-materials-acrylonitrile-butadiene-styrene-abs/
[54] D. Thomas, D. Ole, M. Sa’dillah, and B. Oktaviastuti, “Experiments Using ABS Plastic Seeds (Acrylonitrile Butadiene Styrene) As Additional Materials in Pours Asphalt Mixture,” 2023. doi: http://dx.doi.org/10.33474/jice.v4i2.20440.
[55] H. Y Ahmed and A. M Othman, “Influence of thermoplastic polymer additives on properties of asphalt concrete mixtures,” JES. Journal of Engineering Sciences, vol. 35, no. 5, pp. 1255–1270, 2007.
[56] S. Mohammadi, D. Jin, and Z. You, “Integrating Recycled Acrylonitrile-Butadiene-Styrene Plastics from Electronic Waste with Carbon Black for Sustainable Asphalt Production,” 2025, doi: https://doi.org/10.3390/infrastructures10070181.
[57] N. Jailani, A. N. H. Ibrahim, A. Rahim, N. Abdul Hassan, and N. I. Nur, “Chemical and physical properties of poly (lactic) acid modified bitumen,” Ain Shams Engineering Journal, vol. 12, no. 3, pp. 2631–2642, Sep. 2021, doi: https://doi.org/10.1016/j.asej.2021.03.004.
[58] A. Jexembayeva, M. Konkanov, L. Mamedova, and L. Aruova, “Bitumen-Biopolymer Materials Modified with Polylactic Acid with Improved Physical and Chemical Properties,” Advances in Polymer Technology, vol. 2024, 2024, doi: https://doi.org/10.1155/2024/5586270.
[59] N. A. A. B. Taib et al., “A review on poly lactic acid (PLA) as a biodegradable polymer,” Feb. 01, 2023, Springer Science and Business Media Deutschland GmbH. doi: https://doi.org/10.1007/s00289-022-04160-y.
[60] P. K. Bajpai, I. Singh, and J. Madaan, “Development and characterization of PLA-based green composites,” Journal of Thermoplastic Composite Materials, vol. 27, no. 1, pp. 52–81, Jan. 2014, doi: https://doi.org/10.1177/0892705712439571.
[61] H. A. Alsolieman, A. M. Babalghaith, Z. A. Memon, A. S. Al-Suhaibani, and A. Milad, “Evaluation and comparison of mechanical properties of polymer-modified asphalt mixtures,” Polymers (Basel), vol. 13, no. 14, Jul. 2021, doi: https://doi.org/10.3390/polym13142282.
[62] William, B. King, S. Kabir, S. B. Cooper, and C. Abadie, “Evaluation of Open Graded Friction Course Mixtures,” Oct. 2013.
[63] R. Hunter, A. Self, and P. J. Read, The Shell Bitumen Handbook. London: ICE, 2015. doi: https://doi.org/10.1680/tsbh.58378.
[64] J. Wang, J. Yuan, F. Xiao, Z. Li, J. Wang, and Z. Xu, “Performance investigation and sustainability evaluation of multiple-polymer asphalt mixtures in airfield pavement,” J Clean Prod, vol. 189, pp. 67–77, Jul. 2018, doi: https://doi.org/10.1016/J.JCLEPRO.2018.03.208.
[65] Q. Yang, J. Lin, X. Wang, D. Wang, N. Xie, and X. Shi, “A review of polymer-modified asphalt binder: Modification mechanisms and mechanical properties,” Cleaner Materials, vol. 12, Jun. 2024, doi: https://doi.org/10.1016/j.clema.2024.100255.
[66] J. Wan et al., “Effect of Phosphogypsum Based Filler on the Performance of Asphalt Mortar and Mixture,” Materials, vol. 16, no. 6, Mar. 2023, doi: https://doi.org/10.3390/ma16062486.
[67] T. M. Hashim, A. H. Ali, R. Al-Khafaji, A. A. Al-Khazraji, and F. R. A. Zahra Dharb, “A Comparison Study between Porous and Conventional Asphalt Concrete Mixtures,” IOP Conf Ser Mater Sci Eng, vol. 1090, no. 1, p. 012041, Mar. 2021, doi: https://doi.org/10.1088/1757-899x/1090/1/012041.
[68] S. A. Ahmed, S. A. Tayh, and N. A. Jasim, “Assessing the Mechanical Properties of Open-Graded Asphalt Mixtures,” Engineering, Technology and Applied Science Research, vol. 15, no. 1, pp. 20056–20063, Feb. 2025, doi: https://doi.org/10.48084/etasr.9673.
[69] A. H. K. Albayati, Permanent Deformation Prediction of Asphalt Concrete Under Repeated Loading. Baghdad: University of Baghdad, 2006.
[70] ASTM D6390, Standard Test Method for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures. American Society for Testing and Materials, West Conshohocken, PA, USA, 2017.
[71] H. H. Mohammed, “Using of Open-Graded Asphalt Mixtures in Iraq,” 2021.
[72] K. W. Kim, S. N. Amirkhanian, H. H. Kim, M. Lee, and Y. S. Doh, “A New Static Strength Test for Characterization of Rutting of Dense-Grade Asphalt Mixtures,” vol. 39, 2011, doi: https://doi.org/10.1520/JTE102385.
[73] A. H. Mrema, S.-H. Noh, O.-S. Kwon, and J.-J. Lee, “Performance of glass wool fibers in asphalt concrete mixtures,” Materials, vol. 13, no. 21, p. 4699, 2020, doi: https://doi.org/10.3390/ma13214699.
[74] K. W. Kim, Y. S. Doh, and S. N. Amrikhanian, “Feasibility of Deformation Strength for Estimation of Rut Resistance of Asphalt Concrete,” Road Materials and Pavement Design, vol. 5, no. 3, pp. 303–322, Jan. 2004, doi: https://doi.org/10.1080/14680629.2004.9689974.
[75] AASHTO TP 108-14, Standard Method of Test for Abrasion Loss of Asphalt Mixture Specimens. American Association of State Highway and Transportation, USA, 2015.
[76] L. T. Mo, M. Huurman, M. F. Woldekidan, S. P. Wu, and A. A. A. Molenaar, “Investigation into material optimization and development for improved ravelling resistant porous asphalt concrete,” Materials & Design, vol. 31, no. 7, pp. 3194–3206, Aug. 2010, doi: https://doi.org/10.1016/J.MATDES.2010.02.026.
[77] A. G., & O.-H. M. Dumont, “Long term effect of modified binder on cracking resistance of pavements,” In Fifth International RILEM Conference on Reflective Cracking in Pavements, pp. 511–518, 2004, Accessed: Sep. 12, 2025. [Online]. Available: https://scholar.google.com/scholar?hl=en&as_sdt=0%2C5&q=Long+term+effect+of+modified+binder+on+cracking+resistance+of+pavements.&btnG=
[78] M. S. Balreddy, P. Nethra, and S. R. Naganna, “Performance Evaluation of Open-Graded Asphalt Concrete Modified with Natural Fibers,” Sustainability (Switzerland), vol. 15, no. 15, Aug. 2023, doi: https://doi.org/10.3390/su151511952.
[79] N. Z. Hamed and A. I. Al-Hadidy, “The Impact of Polylactic Acid on Sustainable Asphalt Mixture,” Al-Rafidain Engineering Journal (AREJ), vol. 30, no. 1, pp. 91–103, 2025, doi: https://doi.org/10.33899/arej.2024.147915.1345.
[80] ASTM D8225, Standard test method for determination of cracking tolerance index of asphalt mixture using the indirect tensile cracking test at intermediate temperature. American Society for Testing and Materials, West Conshohocken, PA, USA, 2019.
[81] A. A. Al-Ttayiy and A. I. Al-Hadidy, “Comparative Performance of Unmodified and ABS-Modified Asphalt Mixtures Containing Calcium Carbonate and Blowdown as Filler,” Journal of Materials in Civil Engineering, vol. 37, no. 1, Jan. 2025, doi: https://doi.org/10.1061/jmcee7.mteng-18899.
[82] A. A. Al-Ttayiy and A. I. Al-Hadidy, “Evaluation of Rutting, Cracking, and Fatigue Characteristics of Unmodified and ABS-Modified HMA Mixtures Involving Calcium Carbonate and Blowdown Fillers,” International Journal of Pavement Research and Technology, 2024, doi: https://doi.org/10.1007/s42947-024-00483-3.
[83] P. K. Singh, S. K. Suman, and M. Kumar, “Influence of Recycled Acrylonitrile Butadiene Styrene (ABS) on the Physical, Rheological and Mechanical Properties of Bitumen Binder,” in Transportation Research Procedia, Elsevier B.V., 2020, pp. 3668–3677. doi: https://doi.org/10.1016/j.trpro.2020.08.081.
[84] R. Chandra Sekar, A. Ramalinga, C. Sekar, M. Mahendran, R. Vasudevan, and R. Velkennedy, “Polymer modified bitumen prepared using ABS polymer characterization and application in flexible pavement Polymer Modified Bitumen Prepared Using ABS Polymer-Characterization and Application in Flexible Pavement,” vol. 10, no. 8, 2015, [Online]. Available: https://www.researchgate.net/publication/282177439
[85] A. Pérez-Lepe, F. J. Martínez-Boza, C. Gallegos, O. González, M. E. Muñoz, and A. Santamaría, “Influence of the processing conditions on the rheological behaviour of polymer-modified bitumen,” Fuel, vol. 82, no. 11, pp. 1339–1348, Jul. 2003, doi: https://doi.org/10.1016/S0016-2361(03)00065-6.
[86] M. N. Akhtar, A. M. Al-Shamrani, M. Jameel, N. A. Khan, Z. Ibrahim, and J. N. Akhtar, “Stability and permeability characteristics of porous asphalt pavement: An experimental case study,” Case Studies in Construction Materials, vol. 15, Dec. 2021, doi: https://doi.org/10.1016/j.cscm.2021.e00591.
[87] S. Fernandes, L. Costa, H. Silva, and J. Oliveira, “Utilization of Waste Materials to Improve Asphalt Mixtures Performance,
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