Adaptation of Crumb Rubber Modified Asphalt Predictive Models for Nigerian Climatic Conditions: A Transfer Learning Approach
Authors
Department of Civil Engineering, Nnamdi Azikiwe University, Awka, Nigeria; and Center for Environmental Management and Green Energy, University of Nigeria, Nsukka, Enugu Campus (Nigeria)
Department of Civil Engineering, Nnamdi Azikiwe University, Awka (Nigeria)
Department of Civil Engineering, Nnamdi Azikiwe University, Awka (Nigeria)
Article Information
DOI: 10.51244/IJRSI.2025.121000003
Subject Category: Civil Engineering
Volume/Issue: 12/10 | Page No: 20-30
Publication Timeline
Submitted: 2025-09-23
Accepted: 2025-09-29
Published: 2025-10-27
Abstract
Crumb Rubber Modified Asphalt (CRMA) represents a major advancement in sustainable road construction, widely adopted in the United States to improve pavement durability, reduce rutting, and utilize waste tires. However, its application in developing countries like Nigeria remains limited, largely due to the lack of region-specific performance models, climatic differences, and infrastructural challenges. This study proposes a transfer learning approach to adapt predictive CRMA models from the United States to Nigerian climatic zones using climate matching, multivariate regression, artificial neural networks (ANN), and multi-objective optimization techniques. Using simulated data representative of U.S. state climates and traffic conditions, we modeled performance indices such as Marshall Stability, rutting resistance, and fatigue retention. The results identify optimal crumb rubber contents (CR%) of 10–15% for different climate-traffic scenarios. Enhanced models including traffic loads (ESALs) were developed and mapped to Nigerian conditions. This supports sustainable CRMA deployment for road infrastructure in Nigeria and similar regions.
Keywords
crumb rubber, predictive modeling, asphalt performance, optimization, Nigeria, ANN, regression
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References
1. Fazaeli, H., Karim, M. R., & Abdelaziz, M. (2016). Characterization of asphalt mixtures containing crumb rubber. Construction and Building Materials, 122, 258–268. [Google Scholar] [Crossref]
2. Ghabchi, R., Singh, D., & Zaman, M. (2013). Performance evaluation of asphalt mixtures incorporating crumb rubber. Transportation Research Record, 2371(1), 25–34. [Google Scholar] [Crossref]
3. Kaloush, K. E., Way, G. B., & Biligiri, K. P. (2002). Evaluation of asphalt rubber mixtures using performance-based tests. Arizona DOT Research Report. [Google Scholar] [Crossref]
4. Liang, M., Xin, X., Fan, W., & Yu, J. (2022). Review of rubber-modified asphalt binder performance. Advances in Materials Science and Engineering. [Google Scholar] [Crossref]
5. Lo Presti, D. (2013). Recycled tyre rubber modified bitumens for road asphalt mixtures. Construction and Building Materials, 49, 863–881. [Google Scholar] [Crossref]
6. Mashaan, N. S., Ali, A. H., Karim, M. R., & Abdelaziz, M. (2014). A review on the use of crumb rubber in asphalt pavement. Scientific Research and Essays, 9(9), 458–470. [Google Scholar] [Crossref]
7. Okonkwo, I. U., Ezeokonkwo, J. U., & Chukwu, D. O. (2022). Optimization of modified asphalt mix design for tropical environments. Journal of Engineering and Applied Science, 69. [Google Scholar] [Crossref]
8. Putman, B. J., & Amirkhanian, S. N. (2004). Utilization of waste tires in asphalt binders. Journal of Materials in Civil Engineering, 16(6), 623–630. [Google Scholar] [Crossref]
9. Way, G. B., Kaloush, K. E., & Biligiri, K. P. (2011). Asphalt rubber friction course overlays in Arizona: performance and policy implications. Transportation Research Board. [Google Scholar] [Crossref]
10. Zhou, F., Hu, S., & Scullion, T. (2020). Machine learning framework for predicting asphalt pavement performance. International Journal of Pavement Engineering, 21(10), 1220–1233. [Google Scholar] [Crossref]
11. Adebayo, T. M., & Akinpelu, J. A. (2017). Assessment of road failure in Nigeria: causes and remedies. International Journal of Engineering Science Invention, 6(4), 10–17. [Google Scholar] [Crossref]
12. AASHTO. (2021). Standard method of test for performance-graded asphalt binder. AASHTO M320. [Google Scholar] [Crossref]
13. FHWA. (2020). Performance Evaluation of Recycled Tire Rubber Modified Asphalt. Federal Highway Administration Report. [Google Scholar] [Crossref]
14. AASHTO Guide for Design of Pavement Structures. (1993). American Association of State Highway and Transportation Officials. [Google Scholar] [Crossref]
15. ASTM D6927 – 15. (2015). Standard test method for Marshall stability and flow of asphalt mixtures. [Google Scholar] [Crossref]
16. Nigeria Meteorological Agency (NiMET). (2021). Annual Climate Report. [Google Scholar] [Crossref]
17. NAPA. (2018). Asphalt Pavement Industry Survey on Recycled Materials and Warm-Mix Asphalt Usage. National Asphalt Pavement Association. [Google Scholar] [Crossref]
18. Ahmed, A., & Oladipo, F. O. (2020). Characterization of bitumen modified with rubber and polymers in Nigeria. Journal of Engineering Research and Reports, 13(2), 18–26. [Google Scholar] [Crossref]
19. Ogunniyi, A. M., & Adesina, A. O. (2015). Traffic loading and pavement response models for flexible pavements in Nigeria. Nigerian Journal of Technology, 34(4), 858–865. [Google Scholar] [Crossref]
20. Hassan, M. M., & Issa, C. A. (2019). Applications of Artificial Intelligence in Pavement Engineering. Innovative Infrastructure Solutions, 4(1), 1–8. [Google Scholar] [Crossref]
21. Federal Ministry of Works and Housing (Nigeria). (2022). Pavement Design Guidelines for Federal Roads. [Google Scholar] [Crossref]
22. ASTM D4123 – 82. (2009). Standard test method for indirect tensile strength of asphalt mixtures. [Google Scholar] [Crossref]
23. Solaimanian, M., & Kennedy, T. W. (1993). Predicting temperature susceptibility of asphalt binders. Journal of the Association of Asphalt Paving Technologists, 62, 329–347. [Google Scholar] [Crossref]
24. Huang, Y. H. (2004). Pavement Analysis and Design. Pearson Prentice Hall. [Google Scholar] [Crossref]
25. Al-Qadi, I. L., & Elseifi, M. A. (2007). Development of performance-based specifications for asphalt binders using finite element analysis. Transportation Research Record, 1997(1), 123–131. [Google Scholar] [Crossref]
26. Babalola, O. (2021). Assessing the Feasibility of Tire-Rubber Modified Asphalt in Tropical Environments. African Journal of Civil Engineering, 12(3), 221–229. [Google Scholar] [Crossref]
27. Mashaan, N. S., & Karim, M. R. (2013). Rheological properties of rubber-modified bitumen. Procedia Engineering, 53, 267–273. [Google Scholar] [Crossref]
28. Saboo, N., & Kumar, P. (2016). Fatigue performance of bituminous mixes containing crumb rubber modified binder. Construction and Building Materials, 102, 190–197. [Google Scholar] [Crossref]
29. Wang, H., & You, Z. (2015). Performance evaluation of rubberized asphalt mixtures with warm-mix additives. Construction and Building Materials, 74, 309–316. [Google Scholar] [Crossref]
30. FHWA TechBrief. (2018). Sustainable Asphalt Pavement Technologies. Federal Highway Administration. [Google Scholar] [Crossref]
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