The Mechanical Properties of Concrete Containing Glass Waste as Fine Aggregates and Rice Husk Ash as Cementitious Material
Corresponding authors: Sajjad Ali Mangi and Madhusudhan Bangalore Ramu
Received: 1 June 2025 | Revised: 23 June 2025 and 30 June 2025 | Accepted: 7 July 2025 | Online: 11 September 2025
Corresponding author: Sajjad Ali Mangi
Abstract
The increase in the urban population has created a greater demand for infrastructure development. As a result, the use of construction materials, such as cement and fine aggregates, has significantly increased. Cement, a key component of concrete, is not only costly due to its high energy consumption, but also contributes substantially to environmental pollution through the emission of CO2 during production. Similarly, fine aggregates are widely utilized as fillers in concrete and are also expensive. In response to these challenges, researchers are investigating sustainable, eco-friendly, and cost-effective alternatives to reduce the environmental impact of construction. This research aims to assess the performance of concrete by partially substituting Ordinary Portland Cement (OPC) with Rice Husk Ash (RHA) and replacing fine aggregates with Glass Waste (WG) in varying proportions of 10%, 20%, and 30%. Ten concrete mixtures were prepared using M15 grade concrete with a 1:2:4 mix ratio and a water-cement ratio of 0.55. These included a control mix, individual mixes with RHA and GW, and combined mixes with equal proportions of both materials. The concrete samples were tested for workability, compressive strength, and split tensile strength. The results showed that RHA decreased the workability, while GW improved it. The compressive strength was optimal at 20% RHA and at a combined 10% RHA and 10% GW. GW alone also performed well at 20% replacement. The tensile strength was the highest with 10% RHA, 10% GW, and their 10% combination after 7 days and 28 days of curing. These findings confirm the potential of RHA and GW to serve as sustainable alternatives in concrete, helping to manage the solid waste, reduce the landfill use, lower the material costs, conserve the natural resources, and support environmentally friendly construction practices.
Keywords:
glass waste, rice husk ash, workability, compressive strength, splitting tensile strengthDownloads
References
B. Tayebani, A. Said, and A. Memari, "Less Carbon Producing Sustainable Concrete from Environmental and Performance perspectives: A review," Construction and Building Materials, vol. 404, Nov. 2023, Art. no. 133234.
J. Watts, "Concrete: The Most Destructive Material on Earth," the Guardian, Feb. 2019. https://www.theguardian.com/cities/2019/feb/25/concrete-the-most-destructive-material-on-earth.
"Global Cement Market (Production, Consumption, Imports & Exports): Insight, Trends and Forecast (2019-2021)," Research and Markets. https://www.researchandmarkets.com/reports/4871690/global-cement-market-production-consumption.
"Datis Export Group," Datis Export Group, July 2020. https://datis-inc.com/blog/worldwide-cement-production-from-2015-to-2019.
C. Chen, G. Habert, Y. Bouzidi, and A. Jullien, "Environmental Impact of Cement Production: Detail of the Different Processes and Cement Plant Variability Evaluation," Journal of Cleaner Production, vol. 18, no. 5, pp. 478–485, Mar. 2010.
S. H. Channa, S. A. Mangi, N. Bheel, F. A. Soomro, and S. H. Khahro, "Short-term Analysis on the Combined Use of Sugarcane Bagasse Ash and Rice Husk Ash as Supplementary Cementitious Material in Concrete Production," Environmental Science and Pollution Research, vol. 29, pp. 3555–3564, Aug. 2021.
K. Bisht and P. V. Ramana, "Sustainable Production of Concrete Containing Discarded Beverage Glass as Fine Aggregate," Construction and Building Materials, vol. 177, pp. 116–124, July 2018.
N. Bheel, A. W. Abro, I. A. Shar, A. A. Dayo, S. Shaikh, and Z. H. Shaikh, "Use of Rice Husk Ash as Cementitious Material in Concrete," Engineering, Technology & Applied Science Research, vol. 9, no. 3, pp. 4209–4212, June 2019.
M. Anwar, T. Miyagawa, and M. Gaweesh, "Using Rice Husk Ash as a Cement Replacement Material in Concrete," in Waste Management Series, vol. 1, Elsevier, 2000, pp. 671–684.
W. Song, D. Zou, T. Liu, J. Teng, and L. Li, "Effects of Recycled CRT Glass Fine Aggregate Size and Content on Mechanical and Damping Properties of Concrete," Construction and Building Materials, vol. 202, pp. 332–340, Mar. 2019.
Specification for Concrete Aggregates ASTM C-33/C-33M-13, ASTM International, West Conshohocken, PA, USA, 2016.
Specification for Portland Cement ASTM C150/C150M-21, ASTM International, West Conshohocken, PA, USA, 2021.
Test Method for Relative Density (specific Gravity) and Absorption of Fine Aggregate ASTM C128-15, ASTM International, West Conshohocken, PA, USA, 2016.
Test Method for Relative Density (specific Gravity) and Absorption of Coarse Aggregate ASTM C-127-01, ASTM International, West Conshohocken, PA, USA, 2017.
Test Method for Slump of Portland Cement Concrete ASTM C143-78, ASTM International, West Conshohocken, PA, USA, 2017.
Testing Hardened Concrete. Part 3, Compressive Strength of Test Specimens BS EN 12390-3:2002, BSI, London, UK, 2002.
Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens ASTM C496/C496M-04, ASTM International, West Conshohocken, PA, USA, 2017.
Test Method for Compressive Strength of Cylindrical Concrete Specimens ASTM International, West Conshohocken, PA, USA, 2021.
O. Zaid, J. Ahmad, M. S. Siddique, and F. Aslam, "Effect of Incorporation of Rice Husk Ash Instead of Cement on the Performance of Steel Fibers Reinforced Concrete," Frontiers in Materials, vol. 8, June 2021, Art. no. 665625.
B. S. Thomas, "Green Concrete Partially Comprised of Rice Husk Ash as a Supplementary Cementitious Material – A Comprehensive Review," Renewable and Sustainable Energy Reviews, vol. 82, pp. 3913–3923, Feb. 2018.
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Copyright (c) 2025 Sajjad Ali Mangi, Shahid Ali Shaikh, Madhusudhan Bangalore Ramu, Ahsan Said, Saeed Ahmed Soomro, Ram Kumar

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