Development of Green Concrete incorporating Recycled Glass Powder for Sustainable Construction and Material Conservation

Lee Cheng Man; N A Hashim; H N Yakin

doi:10.58915/aset.v5i1.3217

Authors

Lee Cheng Man Universiti Malaysia Perlis
N A Hashim Universiti Malaysia Perlis
H N Yakin Universiti Teknologi Malaysia

DOI:

https://doi.org/10.58915/aset.v5i1.3217

Keywords:

Mechanical and durability performance, Recycled glass powder, Supplementary cementitious materials, Sustainable concrete

Abstract

This study explores the innovative reuse of recycled glass powder (GP) as a sustainable partial substitute for fine aggregates in concrete production. In line with research on Supplementary Cementitious Materials (SCM) and Malaysia’s carbon-neutrality aspirations, the study aims to reduce both environmental impact and reliance on raw materials. Aimed at reducing both environmental impact and reliance on raw materials in construction, M30 grade concrete mixes were designed using the Department of Environment (DOE) method with 0%, 5%, 10%, and 15% GP incorporation. Twenty-four cube specimens were cast and tested for key performance indicators: workability, compressive strength, ultrasonic pulse velocity (UPV), and water absorption. Results revealed that mixes with 0%–5% GP achieved enhanced workability (28–36% increase) and reduced water absorption (by 1.54–1.67%), suggesting better fresh and durability properties. Meanwhile, 10%–15% GP mixes excelled in mechanical performance, with UPV improving by 4.7–5.7% and compressive strength rising by 5.7–20.9% (1.8–7.5 MPa). These findings confirm that GP, when optimally dosed, enhances both the fresh and hardened properties of concrete, promoting its use as a high-performance, eco-friendly material in sustainable construction. This study provides practical insights into green concrete design strategies that align with circular-economy goals and resource-conservation efforts.

References

[1] Agarwal, S. K. Pozzolanic activity of various siliceous materials. Cement and Concrete Research, vol 36, issue 9 (2020) pp.1735–1739.

[2] Sadiqul Islam, M. H., Rahman, M. H., Kazi, N. Exploring sustainable concrete mixtures. Journal of Sustainable Construction Research, vol 20, issue 3 (2018) pp.112–130.

[3] Madhangopal, Nagakiran, Vinodkumar. Use of glass wastes as fine aggregate in concrete. Journal of Academia and Industrial Research, vol 1, issue 6 (2017) pp.320–322.

[4] Mehta, P. K., Monteiro, P. J. M. Concrete: Microstructure, properties, and materials. McGraw-Hill (2024).

[5] Shi, Z. Durability and performance of cement-based materials. Cement and Concrete Research, vol 121 (2019) pp.58–71.

[6] Arivalagan, S., Sethuraman, V. S. Experimental study on mechanical properties of concrete with glass powder. Materials Today: Proceedings, vol 45 (2021) pp.6035–6041.

[7] Ibrahim, K. I. M. Innovative approaches to sustainable construction. Journal of Eco-Friendly Building Materials, vol 14, issue 7 (2021) pp.45–68.

[8] Chileshe, N. Advancements in ultrasonic pulse velocity testing. Journal of Non-Destructive Testing and Evaluation, vol 25, issue 4 (2020) pp.220–235.

[9] ACI 318-22. Building code requirements for structural concrete. American Concrete Institute (2022).

[10] ISO 1920-3:2021. Testing of concrete – Part 3: Making and curing test specimens. International Organization for Standardization (2021).

[11] Topçu, İ. B., Canbaz, M. Properties of concrete containing waste glass. Cement and Concrete Research, vol 34, issue 2 (2004) pp.267–274.

[12] Olofinnade, O. M., Ndambuki, J. M., Ede, A. N., Olukanni, D. O. Effect of substituting natural aggregate with waste glass on the properties of concrete. Journal of Engineering and Applied Sciences, vol 12, issue 12 (2017) pp.3140–3146.

[13] Penacho, P., de Brito, J., Rosado, L. P. Curing conditions and the strength of concrete with recycled glass. Journal of Cleaner Production, vol 112, issue 1 (2016) pp.631–640.

[14] Ling, T. C., Poon, C. S. A comparative study on the use of recycled beverage glass and cathode ray tube glass in cement mortar. Construction and Building Materials, vol 29 (2012) pp.46–52.

[15] Ali, E. E., Al-Tersawy, S. H. Recycled glass as a partial replacement for fine aggregate in self-compacting concrete. Construction and Building Materials, vol 35 (2012) pp.785–791.

[16] Shah, S. F. A., et al. 3D-printed formwork for geopolymer concrete. Additive Manufacturing, vol 59 (2023) pp.103157.

[17] Jani, Y., Hogland, W. Waste glass in the production of cement and concrete: A review. Journal of Environmental Chemical Engineering, vol 2, issue 3 (2014) pp.1767–1775.

[18] Marinković, S., Radonjanin, V., Malešev, M. Life cycle assessment of concrete with recycled glass aggregates. Journal of Environmental Management, vol 255 (2020) pp.109940.

[19] United Nations Environment Programme (UNEP). Global status report for construction and demolition waste. UNEP (2023).

[20] Matos, A. M., Sousa-Coutinho, J. Municipal solid waste glass powder as supplementary cementing material in concrete. Construction and Building Materials, vol 30 (2012) pp.431–441.