Combined effect of jute fiber and corn cob ash on sustainability assessment and mechanical properties of roller compacted concrete using RSM modelling

• Published in: Scientific reports 2024-11, Vol.14 (1), p.29724-24
• Main Authors: Bheel, Naraindas, Kumar, Dileep, Ismail, Fouad Ismail, Salilew, Waleligne Molla, Alwetaishi, Mamdooh, Waheeb, Sahl Abdullah, Alkhattabi, Loai
• Format: Article
• Language: English
• Subjects: 639/166/986; 639/301; 704/172/4081; Agricultural wastes; Carbon; Cement; Concrete; Construction industry; Corn; Corn cob ash; Embodied carbon; Energy consumption; Energy usage; Environmental protection; Humanities and Social Sciences; Industrial wastes; Jute fiber, roller compacted concrete; Mechanical properties; multidisciplinary; RSM modelling; Science; Science (multidisciplinary); Statistical models; Variance analysis
• ISSN: 2045-2322; 2045-2322
• DOI: 10.1038/s41598-024-81345-7

The increasing demand for cement has substantially affected the environment, and its manufacturing requires substantial energy usage. However, most countries in the world recently encountered a significant energy problem. So, researchers are exploring the use of agricultural and industrial waste resources with cementitious characteristics to minimize cement manufacturing, cut energy consumption, and contribute to environmental protection. Therefore, this research is performed on roller compacted concrete (RCC) reinforced with 5%, 10%, 15%, and 20% of corn cob ash (CCA) as substitution material with different percentage of cement and 0.25%, 0.50%, 0.75%, and 1% of jute fibre (JF) together for determining the mechanical properties and embodied carbon (EC) by applying response surface methodology (RSM) modelling. The cubical samples were prepared to achieve the targeted strength about 30 MPa at 28 days and then obtained mix proportions were employed for all combinations at various water-cement ratios to maintain roller-compacted concrete’s zero slump. Results showed that at 0.50% JF and 10% CCA, the flexural strength, splitting tensile strength and compressive strengths, and modulus of elasticity of RCC obtained were 5.3 MPa, 3.8 MPa, 32.88 MPa, and 33.11 GPa at 28 days, respectively. Besides, the embodied carbon of RCC is recoded reducing with combined addition of different levels of JF and CCA as compared to control mixture. In addition, the generation of response prediction algorithms was performed using analysis of variance (ANOVA) at a threshold of significance of 95%. The coefficient of determination (R 2 ) readings for the statistical models ranged from 96 to 99%. It is observed that the use of 0.50% of JF along with 10% of CCA as cementitious constituent in RCC provides best outcomes. Therefore, this method is a superior choice for the construction industry.