Abstract

Concrete, the cornerstone of modern infrastructure, faces increasing environmental impact of cement production calls for sustainable alternatives in construction materials. Primarily due to the high carbon footprint associated with Portland cement production. This review synthesizes existing research and the findings from an experimental study investigating the partial replacement of Ordinary Portland Cement (OPC) with fly ash in high-strength concrete (HSC) of grade M60. The study specifically examines a 50% replacement level of cement with Class C fly ash, evaluating its influence on compressive strength development over 7, 14, and 28 days. Furthermore, this review delves into the broader implications of fly ash utilization in concrete, encompassing sustainability benefits, enhanced durability, cost-effectiveness, and long-term performance. The experimental results indicate a gradual strength gain in fly ash-amended concrete, achieving a 28-day compressive strength of 45 MPa. While this is below the target strength of 70 MPa, the trend suggests potential for long-term strength development, aligning with findings from reviewed literature. This paper underscores the necessity for optimized mix designs and extended curing regimes to fully leverage the benefits of fly ash in high-strength applications, contributing to a more sustainable and resilient construction industry.

Keywords: Fly ash, partial cement replacement, high-strength concrete (HSC), M60 grade, compressive strength, sustainability, durability, pozzolanic reaction

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1. Agrawal S, Gaur H. Partial replacement of cement by fly-ash in concrete. Int J Adv Res Ideas Innov Technol. 2019.
2. Bansal R, Singh V, Pareek RK. Effect on compressive strength with partial replacement of fly ash. Int J Emerg Technol. 2015.
3. Cross D, Stephens J, Vollmer J. Structural applications of 100 percent fly ash concrete. Montana State University, Department of Civil Engineering; 2005.
4. Goud V, Soni N. Partial replacement of cement with fly ash in concrete and its effect. IOSR J Eng. 2016.
5. Chakraborty J, Banerjee S. Replacement of cement by fly ash in concrete. SSRG Int J Civ Eng. 2016.
6. Tipraj B, Prasad MG, Prasanna EL, Priyanka A, Hugar PK. Strength characteristics of concrete with partial replacement of cement by fly ash and activated fly ash. Int J Recent Technol Eng. 2019.
7. Case RJ, Duan K, Suntharavadivel TG. On effects of fly ash as a partial replacement of cement on concrete strength. Appl Mech Mater. 2012.
8. Patil PS, Umrani CS, Akash M, Pruthviraj J, Kushal D. A review paper on partial replacement of cement by fly ash in high-strength concrete. Int J Res Eng Sci. 2024.
9. Kumar G, Kujur J. Partial replacement of cement with fly ash in concrete mix design. Int Res J Mod Eng Technol Sci. 2023.
10. Hassan A, Ali MT, Abdullah MZ, Ali F, Arif M. Partial replacement of cement with fly ash to produce environmentally friendly concrete. Pak J Geol. 2023;7(1):32–9.
11. Gopalan MK, Haque MN. Mix design for optimal strength development of fly ash concrete. Cem Concr Res. 1989;19(4):634–41.
12. Ravina D, Mehta PK. Compressive strength of low cement/high fly ash concrete. Cem Concr Res. 1988;18(4):571–83.
13. Naik TR, Singh SS, Ramme BW. Effect of source of fly ash on abrasion resistance of concrete. J Mater Civ Eng. 2002;14(5):417–26.
14. Gunaseelan A, Ramalingam KM. Experimental study on performance of high volume flyash concrete. Int J Innov Res Sci Technol. 2016;2(12):187–95.
15. Dinakar P. Design of self-compacting concrete with fly ash. Mag Concr Res. 2012;64(5):401–9.

Abstract

Concrete, the cornerstone of modern infrastructure, faces increasing environmental impact of cement production calls for sustainable alternatives in construction materials. Primarily due to the high carbon footprint associated with Portland cement production. This review synthesizes existing research and the findings from an experimental study investigating the partial replacement of Ordinary Portland Cement (OPC) with fly ash in high-strength concrete (HSC) of grade M60. The study specifically examines a 50% replacement level of cement with Class C fly ash, evaluating its influence on compressive strength development over 7, 14, and 28 days. Furthermore, this review delves into the broader implications of fly ash utilization in concrete, encompassing sustainability benefits, enhanced durability, cost-effectiveness, and long-term performance. The experimental results indicate a gradual strength gain in fly ash-amended concrete, achieving a 28-day compressive strength of 45 MPa. While this is below the target strength of 70 MPa, the trend suggests potential for long-term strength development, aligning with findings from reviewed literature. This paper underscores the necessity for optimized mix designs and extended curing regimes to fully leverage the benefits of fly ash in high-strength applications, contributing to a more sustainable and resilient construction industry.

Keywords: Fly ash, partial cement replacement, high-strength concrete (HSC), M60 grade, compressive strength, sustainability, durability, pozzolanic reaction

🔒 This is a subscription article

Full text is available to subscribers and institutional members. Please choose an option below to access it.

1. Agrawal S, Gaur H. Partial replacement of cement by fly-ash in concrete. Int J Adv Res Ideas Innov Technol. 2019.
2. Bansal R, Singh V, Pareek RK. Effect on compressive strength with partial replacement of fly ash. Int J Emerg Technol. 2015.
3. Cross D, Stephens J, Vollmer J. Structural applications of 100 percent fly ash concrete. Montana State University, Department of Civil Engineering; 2005.
4. Goud V, Soni N. Partial replacement of cement with fly ash in concrete and its effect. IOSR J Eng. 2016.
5. Chakraborty J, Banerjee S. Replacement of cement by fly ash in concrete. SSRG Int J Civ Eng. 2016.
6. Tipraj B, Prasad MG, Prasanna EL, Priyanka A, Hugar PK. Strength characteristics of concrete with partial replacement of cement by fly ash and activated fly ash. Int J Recent Technol Eng. 2019.
7. Case RJ, Duan K, Suntharavadivel TG. On effects of fly ash as a partial replacement of cement on concrete strength. Appl Mech Mater. 2012.
8. Patil PS, Umrani CS, Akash M, Pruthviraj J, Kushal D. A review paper on partial replacement of cement by fly ash in high-strength concrete. Int J Res Eng Sci. 2024.
9. Kumar G, Kujur J. Partial replacement of cement with fly ash in concrete mix design. Int Res J Mod Eng Technol Sci. 2023.
10. Hassan A, Ali MT, Abdullah MZ, Ali F, Arif M. Partial replacement of cement with fly ash to produce environmentally friendly concrete. Pak J Geol. 2023;7(1):32–9.
11. Gopalan MK, Haque MN. Mix design for optimal strength development of fly ash concrete. Cem Concr Res. 1989;19(4):634–41.
12. Ravina D, Mehta PK. Compressive strength of low cement/high fly ash concrete. Cem Concr Res. 1988;18(4):571–83.
13. Naik TR, Singh SS, Ramme BW. Effect of source of fly ash on abrasion resistance of concrete. J Mater Civ Eng. 2002;14(5):417–26.
14. Gunaseelan A, Ramalingam KM. Experimental study on performance of high volume flyash concrete. Int J Innov Res Sci Technol. 2016;2(12):187–95.
15. Dinakar P. Design of self-compacting concrete with fly ash. Mag Concr Res. 2012;64(5):401–9.