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The Effect of Natural Pozzolana (Bayoda Desert) Volcanic Ash as Partial Replacement of Ordinary Portland Cement on the Compressive Strength and Workability of Concrete


Authors : Mona Adam Gumma Rabih; Eltahir Elshaikh; Ehdaa Mohammed Osman

Volume/Issue : Volume 11 - 2026, Issue 5 - May


Google Scholar : https://tinyurl.com/yufh7ybd

Scribd : https://tinyurl.com/493na8k6

DOI : https://doi.org/10.38124/ijisrt/26May737

Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.


Abstract : Compressive strength tests were conducted in accordance with standard procedures at the SEA PORTS CORPORAT (SUDAN) ENGINEERING TEST LAB. The results demonstrated that all mixes achieved high strength classification (above 40 N/mm²), with the 20% pozzolana mix yielding the highest average 90 days compressive strength of 46.6 N/mm², compared to 40.3 N/mm² for the reference mix representing an improvement of approximately 16%. These findings confirm that locally available pozzolana can be effectively utilized as a cement replacement material to enhance concrete compressive strength, offering both structural and economic benefits.

Keywords : Cement, Pozzolana, Chemical Composition, Compressive Strength, Workability.

References :

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  5. A. Akbar. Ramezanianpour, Cement replacement materials: properties, durability, sustainability. Springer, 2014.
  6. “GRAS”. S.H. (2008) Geological Report on Pozzolana Quarry Sites in the Bayuda Volcanic Field. Unpublished report Prepared for Nevkar sand for Investment Industry Transport& Construction Co. Ltd. 
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  18. T. A. Fode, Y. A. C. Jande, and T. Kivevele, “Effect of Natural Pozzolana on Physical and Mechanical Properties of Concrete,” Advances in Civil Engineering, vol. 2024, no. 1, Jan. 2024, doi: 10.1155/2024/3356641.
  19. A. Játiva and M. Etxeberria, “Exploring the Utilization of Activated Volcanic Ash as a Substitute for Portland Cement in Mortar Formulation: A Thorough Experimental Investigation,” Materials, vol. 17, no. 5, p. 1123, Feb. 2024, doi: 10.3390/ma17051123.
  20. Y. Derrouiche, D. Achoura, J. Saliba, and F. Cassagnabère, “Natural pozzolan as a sustainable cement replacement in high-performance concrete: Effects on mechanical properties, durability, and microstructural development,” Sci. Afr., vol. 27, p. e02574, Mar. 2025, doi: 10.1016/j.sciaf.2025.e02574.

Compressive strength tests were conducted in accordance with standard procedures at the SEA PORTS CORPORAT (SUDAN) ENGINEERING TEST LAB. The results demonstrated that all mixes achieved high strength classification (above 40 N/mm²), with the 20% pozzolana mix yielding the highest average 90 days compressive strength of 46.6 N/mm², compared to 40.3 N/mm² for the reference mix representing an improvement of approximately 16%. These findings confirm that locally available pozzolana can be effectively utilized as a cement replacement material to enhance concrete compressive strength, offering both structural and economic benefits.

Keywords : Cement, Pozzolana, Chemical Composition, Compressive Strength, Workability.

Paper Submission Last Date
30 - June - 2026

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