Integration of Rice Husk Ash as Supplementary Cementitious Material in the Production of Sustainable High-Strength Concrete

Noor Md. Sadiqul, Hasan and Md. Habibur Rahman, Sobuz and Md. Munir, Hayet Khan and Nusrat Jahan, Mim and Md. Montaseer, Meraz and Shuvo Dip, Datta and Md. Jewel, Rana and Ayan, Saha and Abu Sayed, Mohammad Akid and Md. Tanjid, Mehedi and Moustafa, Houda and Norsuzailina, Mohamed Sutan (2022) Integration of Rice Husk Ash as Supplementary Cementitious Material in the Production of Sustainable High-Strength Concrete. Materials, 15 (22). pp. 1-26. ISSN 1996-1944

[img] PDF
materials-15-08171.pdf

Download (5MB)
Official URL: https://www.mdpi.com/1996-1944/15/22/8171

Abstract

The incorporation of waste materials generated in many industries has been actively advocated for in the construction industry, since they have the capacity to lessen the pollution on dumpsites, mitigate environmental resource consumption, and establish a sustainable environment. This research has been conducted to determine the influence of different rice husk ash (RHA) concentrations on the fresh and mechanical properties of high-strength concrete. RHA was employed to partially replace the cement at 5%, 10%, 15%, and 20% by weight. Fresh properties, such as slump, compacting factor, density, and surface absorption, were determined. In contrast, its mechanical properties, such as compressive strength, splitting tensile strength and flexural strength, were assessed after 7, 28, and 60 days. In addition, the microstructural evaluation, initial surface absorption test, = environmental impact, and cost–benefit analysis were evaluated. The results show that the incorporation of RHA reduces the workability of fresh mixes, while enhancing their compressive, splitting, and flexural strength up to 7.16%, 7.03%, and 3.82%, respectively. Moreover, incorporating 10% of RHA provides the highest compressive strength, splitting tensile, and flexural strength, with an improved initial surface absorption and microstructural evaluation and greater eco-strength efficiencies. Finally, a relatively lower CO2 -eq (equivalent to kg CO2) per MPa for RHA concrete indicates the significant positive impact due to the reduced Global Warming Potential (GWP). Thus, the current findings demonstrated that RHA can be used in the concrete industry as a possible revenue source for developing sustainable concretes with high performance

Item Type: Article
Uncontrolled Keywords: rice husk ash; high strength concrete; sustainable concrete; mechanical properties.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Academic Faculties, Institutes and Centres > Faculty of Engineering
Faculties, Institutes, Centres > Faculty of Engineering
Depositing User: Gani
Date Deposited: 05 Aug 2025 02:15
Last Modified: 05 Aug 2025 02:15
URI: http://ir.unimas.my/id/eprint/49052

Actions (For repository members only: login required)

View Item View Item