Mechanical Strength Evaluation of Unburnt Bricks Incorporating Fly Ash and Bone Ash as Sustainable Binders
DOI:
https://doi.org/10.53762/grjnst.04.01.22Keywords:
Unburnt clay bricks; fly ash; bone ash; compressive strength; bulk density; sustainable construction materials; waste utilization; mechanical propertiesAbstract
The production of conventional fired clay bricks consumes significant energy and contributes to environmental degradation. This study investigates the feasibility of producing unburnt clay bricks by incorporating fly ash and bone ash as partial replacements of clay to enhance mechanical performance and sustainability. Six brick mixes were prepared using 0%, 5%, 10%, 15%, 20%, and 25% replacement levels of fly ash and bone ash by weight of clay. The prepared bricks were cured under ambient conditions and evaluated for plasticity, bulk density, and compressive strength in accordance with relevant British and ASTM standards. The results demonstrated that the inclusion of fly ash and bone ash significantly influenced brick properties. Bulk density increased from 1.58 g/cm³ for the control mix to a maximum of 1.71 g/cm³ at 20% replacement, indicating improved matrix densification. Similarly, compressive strength increased from 9.2 MPa for 100% clay bricks to a peak value of 12.5 MPa at 20% fly ash and bone ash, representing an improvement of approximately 36%. A slight reduction in both density and strength was observed at 25% replacement due to excessive non-plastic material content.
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Copyright (c) 2026 Ikram Hussain , Farah Naz, Usama Ikram, Javed Riaz, Abdul Mueen, Zaheer Ahmed (Author)

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.



