ENHANCING CONCRETE FLEXURAL STRENGTH: REPLACING CEMENT WITH FLY ASH AND BRICK KILN DUST

Authors

  • Saurabh Dubey National Institute of Technology, Arunachal Pradesh
  • Dr. Mainak Mallik National Institute of Technology, Arunachal Pradesh
  • Dr. Deepak Gupta Motilal Nehru National Institute of Technology, Allahabad

DOI:

https://doi.org/10.55766/sujst-2024-01-e01524

Keywords:

Brick Kiln Dust, Concrete, Fly Ash, Flexural Strength, Ordinary Portland Cement 43 grade Cement

Abstract

Concrete is now an essential building material for creation of any type of structural elements, including inflexible pavement as well as beams, columns, slabs, bridges, and girders. Cement is the most essential binding component in the manufacture of concrete because, when combined with water, it can bind both Coarse Aggregate (CA) and Fine Aggregate (FEA). The terms (BKD and FA, which have certain binding qualities when mixed with water, are waste products, as indicated by the paper's title. The researcher's objective is to show how FA and BKD mixed in the percentages of 0%, 10%, 20%, 30%, and 40% are used to partially substitute Ordinary Portland Cement (OPC) of 43 grade during the production of M25 grade of concrete mix design and to calculate the Flexural Strength in accordance with Indian Standards (IS). The outcome of this research analysis demonstrates that FA and BKD can be employed in the manufacturing of concrete with the objective of lowering both emissions of greenhouse gases and cement concrete production costs.

 

Author Biographies

Dr. Mainak Mallik, National Institute of Technology, Arunachal Pradesh

 

 

 

 

Dr. Deepak Gupta, Motilal Nehru National Institute of Technology, Allahabad

 

 

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Published

2024-03-05

How to Cite

Dubey, S., Mallik, M., & Gupta, D. (2024). ENHANCING CONCRETE FLEXURAL STRENGTH: REPLACING CEMENT WITH FLY ASH AND BRICK KILN DUST. Suranaree Journal of Science and Technology, 31(1), 010271(1–8). https://doi.org/10.55766/sujst-2024-01-e01524