PERFORMANCE EVALUATION OF CONCRETE INCORPORATING RICE HUSK ASH AS A SUPPLEMENTARY MATERIAL
Keywords:
Rice Husk Ash, Partial Cement Replacement, Compressive Strength, Split Tensile Strength, Water Absorption, Pozzolanic Reaction, Durability, Sustainable Construction.Abstract
The study examined the effects on concrete qualities of substituting rice husk ash (RHA) forordinary Portland cement (OPC) at various percentages: 0%, 5%, 10%, 15%, and 20%. Thecompressive strength, cracking strength, and rate of water absorption were measured at 7, 14, 28,and 56 days after curing in the laboratory studies.
References
Ahsan, M. B., & Hossain, Z. (2018). Supplemental use of rice husk ash (RHA) as a cementitious material in concrete industry. Construction and Building Materials, 178, 1-9.
Alyami, M., Hakeem, I. Y., Amin, M., Zeyad, A. M., Tayeh, B. A., & Agwa, I. S. (2023). Effect of agricultural olive, rice husk and sugarcane leaf waste ashes on sustainable ultrahigh-performance concrete. Journal of Building Engineering, 72, 106689.
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Published
2024-05-20
How to Cite
Sahil, Sumesh Jain. (2024). PERFORMANCE EVALUATION OF CONCRETE INCORPORATING RICE HUSK ASH AS A SUPPLEMENTARY MATERIAL. Journal of Computational Analysis and Applications (JoCAAA), 33(05), 2146–2156. Retrieved from https://www.eudoxuspress.com/index.php/pub/article/view/3213
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