Abd Elshafy, Z., Mohamed, M., Moussa, G., Enieb, M., Abdallah, E. (2025). Thermo-Mechanical Properties Evaluation of Fiber-Reinforced Rubberized Concrete Mixes for Airfield Pavements. JES. Journal of Engineering Sciences, 53(6), 232-247. doi: 10.21608/jesaun.2025.389293.1531
Zainab Abd Elshafy; Mohamed Mohamed; Ghada Moussa; Mahmoud Enieb; Elsayed Abdallah. "Thermo-Mechanical Properties Evaluation of Fiber-Reinforced Rubberized Concrete Mixes for Airfield Pavements". JES. Journal of Engineering Sciences, 53, 6, 2025, 232-247. doi: 10.21608/jesaun.2025.389293.1531
Abd Elshafy, Z., Mohamed, M., Moussa, G., Enieb, M., Abdallah, E. (2025). 'Thermo-Mechanical Properties Evaluation of Fiber-Reinforced Rubberized Concrete Mixes for Airfield Pavements', JES. Journal of Engineering Sciences, 53(6), pp. 232-247. doi: 10.21608/jesaun.2025.389293.1531
Abd Elshafy, Z., Mohamed, M., Moussa, G., Enieb, M., Abdallah, E. Thermo-Mechanical Properties Evaluation of Fiber-Reinforced Rubberized Concrete Mixes for Airfield Pavements. JES. Journal of Engineering Sciences, 2025; 53(6): 232-247. doi: 10.21608/jesaun.2025.389293.1531
Thermo-Mechanical Properties Evaluation of Fiber-Reinforced Rubberized Concrete Mixes for Airfield Pavements
Department of Civil Engineering, Faculty of Engineering, Assiut University, Assiut, Egypt
Abstract
In response to the dual challenges of environmental degradation and occupational health hazards posed by emissions from conventional paving equipment, this study investigates sustainable alternatives for rigid pavement construction Fiber-Reinforced Rubberized concrete. Two hundred and thirty concrete specimens incorporating recycled rubber and various fibers were evaluated to develop environmentally friendly and durable pavement materials. Key performance indicators included ultrasonic pulse velocity (UPV) and abrasion resistance, focusing on acoustic damping characteristics, long-term durability, and preventive maintenance potential. Additionally, the impact of repeated thermal cycles was assessed to simulate field conditions. The results demonstrate that integrating rubber and fibers significantly enhances UPV and abrasion resistance. Furthermore, fiber-reinforced rubberized mixes exhibited superior performance retention after thermal cycling compared to conventional concrete pavements, indicating their viability for next-generation green infrastructure. The integration of recycled rubber and fibers into pavement construction is a crucial step toward reducing waste and minimizing the environmental footprint of the construction industry. This approach also has the potential to improve working conditions for construction workers by reducing exposure to hazardous emissions.
1. Jafarifar, N., et al., Post-cracking tensile behaviour of steel-fibre-reinforced roller-compacted-concrete for FE modelling and design purposes. Materiales de Construcción, 2017. 67(326): p. 122-122.
2. Bier, T.A., S. Wise, and P. Chang, A mechanistic study of failure of concrete subjected to cyclic thermal loads. 1991, CEMCOM RESEARCH ASSOCIATES INC LANHAM MD.
3. Benazzouk, A. and M. Queneudec. Durability of cement-rubber composites under freeze thaw cycles. in Proceeding of International congress of Sustainable Concrete Construction, Dundee-Scotland. 2002.
4. Abaza, O.A. and Z.S. Hussein, Flexural behavior of steel fiber-reinforced rubberized concrete. Journal of Materials in Civil Engineering, 2015. 28(1): p. 04015076.
5. Li, G., et al., Development of waste tire modified concrete. Cement and Concrete Research, 2004. 34(12): p. 2283-2289.
6. Sukontasukkul, P. and C. Chaikaew, Properties of concrete pedestrian block mixed with crumb rubber. Construction and Building Materials, 2006. 20(7): p. 450-457.
7. ISMAIL, A., M. ZAIN, and A. Aows. The Influence of Scrap Tire particles on Rigid Pavements characteristics (Review study). in Proceedings of the Eastern Asia Society for Transportation Studies Vol. 8 (The 9th International Conference of Eastern Asia Society for Transportation Studies, 2011). 2011. Eastern Asia Society for Transportation Studies.
9. Li, Y. and Y. Li, Experimental study on performance of rubber particle and steel fiber composite toughening concrete. Construction and Building Materials, 2017. 146: p. 267-275.
10. Turatsinze, A., J.-L. Granju, and S. Bonnet, Positive synergy between steel-fibres and rubber aggregates: effect on the resistance of cement-based mortars to shrinkage cracking. Cement and concrete research, 2006. 36(9): p. 1692-1697.
11. Turatsinze, A., S. Bonnet, and J.-L. Granju, Mechanical characterisation of cement-based mortar incorporating rubber aggregates from recycled worn tyres. Building and environment, 2005. 40(2): p. 221-226.
12. Nguyen, T., A. Toumi, and A. Turatsinze, Mechanical properties of steel fibre reinforced and rubberised cement-based mortars. Materials & Design, 2010. 31(1): p. 641-647.
13. Song, P. and S. Hwang, Mechanical properties of high-strength steel fiber-reinforced concrete. Construction and Building Materials, 2004. 18(9): p. 669-673.
14. Thomas, J. and A. Ramaswamy, Mechanical properties of steel fiber-reinforced concrete. Journal of materials in civil engineering, 2007. 19(5): p. 385-392.
15. Yazıcı, Ş., G. İnan, and V. Tabak, Effect of aspect ratio and volume fraction of steel fiber on the mechanical properties of SFRC. Construction and Building Materials, 2007. 21(6): p. 1250-1253.
16. Noaman, A.T., B.A. Bakar, and H.M. Akil, Experimental investigation on compression toughness of rubberized steel fibre concrete. Construction and Building Materials, 2016. 115: p. 163-170.
17. Park, Y., et al., Flexural characteristic of rubberized hybrid concrete reinforced with steel and synthetic fibers. Advances in Civil Engineering Materials, 2014. 3(1): p. 495-508.
18. Wafa, L., AN OVERVIEW INTO THE USE OF SINGLE AND HYBRID FIBRE REINFORCED CONCRETE.
19. Perry, B., Reinforcing external pavements with both large and small synthetic fibres. Concrete, 2003. 37(8).
20. Horiguchi, T., T. Sugawara, and N. Saeki. 57. Fire resistance of hybrid fiber reinforced high strength concrete. in 6th International RILEM Symposium on Fibre Reinforced Concretes. 2004. RILEM Publications SARL.
21. Roesler, J. and M. Gaedicke, Fiber reinforced concrete for airfield rigid pavements. 2004.
22. A.S.M. Abdullah, G.S. Mousa, Z.E. Abd El-Shafy, and M.A. Mohamed, Investigation on Improving Rigid Pavement Properties by Adding Recycled Rubber, Journal of Engineering Sciences, Assuit University, Egypt. 2018. 41(1): p. 1-11.
25. Prassianakis, I. and P. Giokas, Mechanical properties of old concrete using destructive and ultrasonic non-destructive testing methods. Magazine of Concrete Research, 2003. 55(2): p. 171-176.
26. Frentress, D.P. and D.S. Harrington, Guide for partial-depth repair of concrete pavements. 2012: Iowa State University Institute for Transportation.
27. Roesler, J., D. Lange, and G. Ulreich, Fracture behavior of full-scale, fiber-reinforced concrete slabs. Report prepared for WR Grace, Inc., University of Illinois, Urbana, IL, 2003.
28. Mubaraki, M., Toughness enhancement of airfield concrete pavement by using short fiber. Journal of Marine Science and Technology, 2015. 23(3): p. 373-379.
29. ASTM, Standard test method for flexural performance of fiberreinforced concrete using beam with third-point loading. 2010a, C1609, West Conshohocken, PA: C1609, West Conshohocken, PA.
30. Campbell-Allen, D. and P. Desai, The influence of aggregate on the behaviour of concrete at elevated temperatures. Nuclear Engineering and Design, 1967. 6(1): p. 65-77.
31. Panchmatia, P., M.A. Glinicki, and J. Olek, Influence of mixture composition on thermal properties of concrete and the performance of rigid pavement. Roads and Bridges-Drogi i Mosty, 2014. 13(3).
32. Abendeh, R., H.S. Ahmad, and Y.M. Hunaiti, Experimental studies on the behavior of concrete-filled steel tubes incorporating crumb rubber. Journal of Constructional Steel Research, 2016. 122: p. 251-260.
33. Ristić, N., G. Topličić-Ćurčić, and D. Grdić, Abrasion resistance of concrete made with micro fibers and recycled granulated rubber. Zaštita materijala, 2015. 56(4): p. 435-445.
34. Ghasheir, F.M.A.B., A. Setyawan, and S. As'ad, THE RUBBERIZED CONCRETE FOR CRACK RESISTANT CONCRETE PAVEMENT. Jurnal Teknik Sipil, 2016. 2(2).
35. Hesami, S., I.S. Hikouei, and S.A.A. Emadi, Mechanical behavior of self-compacting concrete pavements incorporating recycled tire rubber crumb and reinforced with polypropylene fiber. Journal of cleaner production, 2016. 133: p. 228-234.
36. Vairagade, V.S. and K.S. Kene, Strength of normal concrete using metallic and synthetic fibers. Procedia Engineering, 2013. 51: p. 132-140.
37. Rashiddadash, P., A.A. Ramezanianpour, and M. Mahdikhani, Experimental investigation on flexural toughness of hybrid fiber reinforced concrete (HFRC) containing metakaolin and pumice. Construction and Building Materials, 2014. 51: p. 313-320.
38. Pujadas, P., et al., Cracking behavior of FRC slabs with traditional reinforcement. Materials and structures, 2012. 45(5): p. 707-725.
39. Kordina, K., W. Wydra, and C. Ehm, Analysis of the developing damage of concrete due to heating and cooling. Special Publication, 1986. 92: p. 87-114.
[40] V. S. Vairagade and S. A. Dhale, “Hybrid fibre reinforced concrete – A state of the art review,” Hybrid Adv., vol. 3, p. 100035, Aug. 2023, doi: 10.1016/j.hybadv.2023.100035.
[41] K. Neocleous, T. Polydorou, and K. Pilakoutas, “Reuse of tire constituents in concrete,” in Tire Waste and Recycling, Elsevier, 2021, pp. 547–564. doi: 10.1016/B978-0-12-820685-0.00002-8.
[42] X. Wang, C. Cheng, and D. Wang, “Effect of rice husk ash on mechanical properties of rubber doped geopolymer recycled concrete,” Case Stud. Constr. Mater., vol. 20, p. e03406, Jul. 2024, doi: 10.1016/j.cscm.2024.e03406.
[43] A. Alsaif and Y. R. Alharbi, “Strength, durability and shrinkage behaviours of steel fiber reinforced rubberized concrete,” Constr. Build. Mater., vol. 345, p. 128295, Aug. 2022, doi: 10.1016/j.conbuildmat.2022.128295.