Crumb Rubber Concrete: A Review of Mechanical, Durability and Structural Performance
Author
Mukesh, Rakesh Kumar
Abstract
Recycling end-of-life tyres as aggregate in Portland cement concrete offers a potential route to divert persistent rubber waste from disposal and reduce the consumption of natural aggregates. This narrative review synthesizes the literature survey and thematic investigations assembled in the supplied thesis, focusing on crumb rubber particle characteristics, replacement strategies, fresh and hardened properties, durability, elevated-temperature behavior, and reinforced-concrete member response. Across the studies described in the thesis, increasing rubber dosage often decreases compressive strength and elastic stiffness, a trend commonly attributed to weak rubber–cement paste bonding, lower rubber stiffness, and additional voids. In contrast, rubber inclusion may improve deformability, post-cracking response, impact-energy absorption and selected insulation characteristics. Workability and transport properties vary with grading, replacement basis, admixtures, and treatment. Alkali treatment and supplementary cementitious materials are reported as possible methods for mitigating performance losses, although responses are not uniform. The review identifies a need for comparable volume-based mixture designs, well-defined surface treatments, longer-term durability measurements, and full-scale validation before structural or pavement applications can be generalized. This is a narrative synthesis, not a systematic review or new experimental investigation.
Keywords
Crumb rubber concrete, Mechanical performance , Waste tire recycling, • Sustainable construction materials, Concrete technology, State-of-the-art review
Full Text:
Download Paper PDF
References
[1] Eldin, N. N., and Senouci, A. B. (1992). Engineering properties of rubberized concrete. Canadian Journal of Civil Engineering, 19(5).
[2] Eldin, N. N., and Senouci, A. B. (1993). Rubber-tired particles as concrete aggregate. Journal of Materials in Civil Engineering, 5(4), 478–496.
[3] Toutanji, H. A. (1996). The use of rubber tire particles in concrete to replace mineral aggregates. Cement & Concrete Composites, 18(2), 135–139.
[4] Fattuhi, N. I., and Clark, L. A. (1996). Cement-based materials containing shredded scrap truck tyre rubber. Construction and Building Materials, 10(4), 229–236.
[5] Khatib, Z. K., and Bayomy, F. M. (1999). Rubberized Portland cement concrete. Journal of Materials in Civil Engineering, 11(3), 206–213.
[6] Segre, N., and Joekes, I. (2000). Use of tire rubber particles as addition to cement paste. Cement and Concrete Research, 30(9), 1421–1425.
[7] Siddique, R., and Naik, T. R. (2004). Properties of concrete containing scrap-tire rubber—An overview. Waste Management, 24, 563–569.
[8] Ganjian, E., Khorami, M., and Maghsoudi, A. A. (2009). Scrap-tyre-rubber replacement for aggregate and filler in concrete. Construction and Building Materials, 23, 1828–1836.
[9] Hernández-Olivares, F., et al. (2002). Static and dynamic behaviour of recycled tyre rubber-filled concrete. Cement and Concrete Research, 32(10), 1587–1596.
[10] Li, G., et al. (2004). Development of waste tire modified concrete. Cement and Concrete Research, 34, 2283–2289.
[11] Benazzouk, A., et al. (2007). Physico-mechanical properties and water absorption of cement composite containing shredded rubber wastes. Cement & Concrete Composites, 29(10), 732–740.
[12] Ismail, M. K., and Hassan, A. A. A. (2017). Shear behaviour of large-scale rubberized concrete beams reinforced with steel fibres. Construction and Building Materials, 140, 43–57.
Source note: Reference details were transcribed and lightly normalized from the supplied thesis; verify each reference, DOI and publication details against the original paper before submission.
Share your valuable work from Social Media Buttons