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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM65271
Volume:
10 |
6 |
Jun 2026
Pages:
1-4
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

civil engineering
vpkbiet

civil engineering
vpkbiet
civil engineering
vpkbiet
civil engineering
vpkbiet
Abstract—One of the biggest challenges facing civil engineers today is improving the durability of deteriorating rein-forced concrete (RC) structures. Conventional repair techniques that rely on Portland cement are energy-intensive and fall short in long-term durability and sustainability. Geopolymer mortar, produced from industrial by-products such as fly ash, ground granulated blast furnace slag, and metakaolin activated with alkaline solutions, has emerged as a promising eco-friendly alternative. This paper systematically reviews experimental and comparative research on geopolymer mortar used for structural retrofitting, including hybrid systems employing fiber-reinforced polymer and wire mesh reinforcement. The review synthesizes evidence on mechanical performance, sustainability benefits, and current limitations, and proposes directions for future research. Geopolymer mortars demonstrate high early compressive strength, favorable bond characteristics, and reduced carbon footprint relative to ordinary Portland cement mortars, though challenges related to shrinkage, standardization, and long-term field validation remain to be addressed.
KEYWORDS
The body of research reviewed confirms that geopolymer mortars hold substantial promise for the retrofitting of RC structures, offering improved strength, durability, and sustain-ability relative to conventional OPC-based systems. Rapid curing, enhanced chemical resistance, and a markedly reduced environmental impact position geopolymer mortars as a viable mainstream repair material. Realizing this potential, however, requires the following targeted actions: • Standardized Mix Development: Codified geopolymer mix designs tailored to retrofitting applications are needed to ensure consistent mechanical properties and ease of field application across varying site conditions. • Enhanced Interface Engineering: Improved surface preparation protocols and interface optimization tech-niques are essential for maximizing bond strength and mitigating shrinkage cracking or debonding in composite systems. • Pilot Projects and Case Studies: Large-scale pilot projects with long-term observation programs are required to assess geopolymer retrofit effectiveness under diverse climatic, chemical, and loading conditions and to establish credible cost-benefit relationships. • Code and Guideline Development: Comprehensive design standards and practical field guidelines—addressing curing practices, environmental exposure, worker safety, and seismic resilience—will accelerate mainstream adop-tion. Future research should investigate hybrid systems incorporat-ing natural fibers, nano-additives, or advanced reinforcements to further improve strength and ductility. Integration of real-time structural health monitoring into geopolymer-repaired elements, coupled with lifecycle economic models that move beyond initial cost comparisons, will further support the sustainable deployment of geopolymers in infrastructure rehabilitation.
[1] E. Vasconcelos, S. Fernandes, B. Aguiar, and F. Pacheco-Torgal, “Concrete retrofitting using CFRP and geopolymer mortars,” Materials Science Forum, vol. 730, pp. 427–432, 2013. [2] V. Sreevidya and M. Ponkishan, “Strength evaluation of retrofitted geopolymer concrete using natural fibre,” Int. Research J. Eng. and Technol. (IRJET), vol. 7, no. 5, pp. 1420–1425, 2020. [3] C. K. Madheswaran and P. M. Philip, “Experimental and analytical investigations on flexural behaviour of retrofitted reinforced concrete beams with geopolymer concrete composites,” Int. J. Mechanical and Mechatronics Eng. (IJMME), vol. 14, no. 2, pp. 22–28, 2014. [4] S. Shah, P. Raithatha, and S. D. Raiyani, “Improved flexural behaviour of reinforced concrete beam strengthened using stainless steel wire mesh,” Fracture and Structural Integrity, vol. 72, pp. 34–45, 2025. [5] S. A. Sheikh, “Performance of concrete structures retrofitted with fibre reinforced polymers,” Engineering Structures, vol. 24, no. 5, pp. 869–879, 2002. [6] E. Vasconcelos, S. Fernandes, J. L. B. Aguiar, and F. Pacheco-Torgal, “Concrete retrofitting using metakaolin geopolymer mortars and CFRP,” Construction and Building Materials, vol. 25, no. 8, pp. 3213–3221, 2011. [7] T. Pauline and V. Ashok, “Experimental studies on the behaviour of retrofitted structural beams,” IAETSD J. Advanced Research in Applied Sciences (JARAS), vol. 5, no. 3, pp. 98–104, 2018. [8] C. S. Chethan Kumar and L. K. Ashwini, “Sustainable retrofitting of fire-damaged cement and geopolymer concrete slabs using hybrid basalt and carbon fiber reinforced polymers,” Int. J. Creative Research Thoughts (IJCRT), vol. 13, no. 2, pp. 210–219, 2025. [9] G. Sivakumar, S. Maheswaran, and T. Manoharan, “Geo-polymer mortar as retrofitting material for R.C. element,” Case Studies in Construction Materials, vol. 21, p. e02054, 2024.
Publication Date
6/22/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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