Effect of Recycled Rubber Particles on the Compressive Strength of Reinforced Concrete Beams Using Different Sand Sources
DOI:
https://doi.org/10.65405/bjcaq928Abstract
This study investigates the effect of recycled rubber particles on the compressive strength of concrete using different rubber replacement ratios (9%, 12%, and 15%) and different sand sources (Qarnilia, Sidi Al Sayeh, and Zliten) The experimental results show that.
The disposal of waste tires has become a serious environmental challenge worldwide due to their non-biodegradable nature and large accumulation rates. One of the most promising sustainable solutions is the reuse of waste tire rubber in concrete production. Effect of Rubber Particles on the Compressive Strength of Reinforced Concrete Beams.
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References
These are new extra references (not repeated) to strengthen your research:
[1] Cement and Concrete Composites (2023) Zhu, P., et al. Microstructural analysis of rubber-modified cement composites. Cement and Concrete Composites, 2023. Focus: ITZ behavior + microstructure changes
[2] Journal of Materials in Civil Engineering (2024) Ahmed, S., & Kumar, R. Dynamic response of rubberized concrete under cyclic loading. ASCE Journal, 2024. Focus: seismic fatigue resistance
[3] Materials Science and Engineering A (2023) El-Gammal, A, et al. Mechanical behavior of concrete incorporating waste rubber particles. MSEA, 2023. Focus: stress–strain behavior [4] Environmental Research (2024) Park, J., et al. Environmental benefits of tire-derived materials in construction industry. Environmental Research, 2024. Focus: environmental sustainability + CO₂ reduction.
[5] Algallay, A., Aljamah, A., & Troug, M. (2026). Key Performance Indicators (KPIs) for Assessing Sustainable Homes: Towards the Establishing of a Sustainability Index–The Case of Libya. Al-Farooq Journal of Sciences, 2(3), 205-226.
[6] Construction Innovation (2023) Smith, L., et al. Performance of eco-friendly concrete materials incorporating recycled rubber.
Construction Innovation Journal, 2023.










