A Review on Partial Replacement of Cement in Concrete by Three Supplementary Materials

Authors

  • Md Abdul Basit Department of Civil Engineering, International University of Business Agriculture and Technology, Dhaka
  • Md Monirul Islam Department of Civil Engineering, International University of Business Agriculture and Technology, Dhaka
  • Md Syekat Ahmed Department of Civil Engineering, International University of Business Agriculture and Technology, Dhaka
  • Suvash Chandra Paul Department of Civil Engineering, International University of Business Agriculture and Technology, Dhaka
  • Noor Md Sadiqul Hasan Department of Civil Engineering, International University of Business Agriculture and Technology, Dhaka

DOI:

https://doi.org/10.3329/iubatr.v5i1.64592

Keywords:

Cement; Concrete; Fly Ash; Lime; Rice Husk Ash.

Abstract

This paper explores the consequence of replacing cement by fly ash, rice husk ash and lime in concrete. For widespread use of these supplementary materials, it is important to ensure the quality of resultant concrete. In this paper literature related with workability, density, compressive strength, flexural strength and splitting tensile strength are analyzed. Main advantages and drawbacks of using these materials in terms of engineering properties are mentioned. Another aim of this review is to identify major research needed in this field to use these materials worldwide given that concrete is the most extensively used man-made material.

IUBAT Review—A Multidisciplinary Academic Journal, 5 (1): 54-67

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Published

2022-12-29

How to Cite

Basit, M. A., Islam, M. M. ., Ahmed, M. S. ., Paul, S. C., & Hasan, N. M. S. (2022). A Review on Partial Replacement of Cement in Concrete by Three Supplementary Materials. IUBAT Review, 5(1), 54–67. https://doi.org/10.3329/iubatr.v5i1.64592

Issue

Vol 5: January - December-2022

Section

Original Article

License

Copyright (c) 2022 Md Abdul Basit, Md Monirul Islam, Md Syekat Ahmed, Suvash Chandra Paul, Noor Md Sadiqul Hasan

Creative Commons License

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