Performance Index-Based Multi-Criteria Optimization of GGBFS Replacement in Concrete for Enhanced Strength, Durability, and Sustainability
DOI:
https://doi.org/10.15294/jtsp.v27i2.29679Keywords:
Concrete durability, Compressive strength, Ground Granulated Blast Furnace Slag, Performance Index, SustainabilityAbstract
Using ground granulated blast furnace slag (GGBFS) as a partial replacement for ordinary Portland cement (OPC) has emerged as a sustainable alternative in concrete production, offering notable improvements in durability and long-term strength. However, identifying the optimal replacement level that balances mechanical performance, durability, and sustainability remains challenging. This study addresses this gap by critically reviewing sixteen peer-reviewed studies conducted between 2006 and 2025, the broadest dataset yet applied in a performance index (PI)-based evaluation. A PI was developed to normalize and compare diverse mechanical and durability parameters, integrating them into a multi-criteria framework. The PI was further evaluated under three practical weightings: Balanced (50/50), Durability-prioritized (60/40), and Strength-prioritized (40/60). Results indicate that a 40% GGBFS replacement delivers the highest composite performance under balanced criteria, 20% is optimal for strength-driven applications, and 60–70% provides superior durability in aggressive environments, especially when activation or enhanced curing is applied. This study demonstrates the practical utility of an integrated PI approach for sustainable concrete design.
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References
[1] ACI Comm. 233, ACI 233R-17: Guide to Using Slag Cement in Concrete and Mortar. Farmington Hills, MI: American Concrete Institute, 2017.
[2] M. Al-Hamrani, W. Kucukvar, E. Alnahhal, E. Mahdi, and N. C. Onat, “Green concrete for a circular economy: A review on sustainability, durability, and structural properties,” Materials, vol. 14, Article 351, 2021, doi:10.3390/ma14020351.
[3] British Standards Institution, BS EN 15167-1: Ground Granulated Blast Furnace Slag for Use in Concrete, Mortar and Grout – Part 1: Definitions, Specifications and Conformity Criteria. London: BSI, 2011.
[4] K. Dandaboina, J. S. Prasad, and S. Sohail, “Mechanical and microstructural properties of concrete with partial replacement of fine aggregate by steel slag and cement by GGBFS and metakaolin,” Discover Civil Engineering, vol. 2, no. 16, 2025, doi:10.1007/s44290-025-00180-5.
[5] S. M. Dewi, L. Susanti, and H. Suseno, “Effects of GGBFS on compressive strength, workability, and mixing compacting time of concrete paste,” International Journal of Civil Engineering and Technology, vol. 10, no. 3, pp. 1404–1412, 2019.
[6] M. Elchalakani, T. Aly, and E. Abu-Aisheh, “Sustainable concrete with high volume GGBFS to build Masdar City in the UAE,” Sustainable Cities and Society, vol. 18, pp. 56–64, 2015, doi:10.1016/j.scs.2015.05.007.
[7] N. N. Ghafoori and H. Diawara, “Chloride permeability and corrosion resistance of concrete containing ground granulated blast furnace slag,” Cement and Concrete Composites, vol. 32, no. 7, pp. 503–512, 2010, doi:10.1016/j.cemconcomp.2010.04.010.
[8] M. Heikal, M. A. Ali, D. Ghernaout, N. Elboughdiri, B. Ghernaout, and H. I. Bendary, “Prolonging the durability of maritime constructions through a sustainable and salt-resistant cement composite,” Materials, vol. 16, Article 6876, 2023, doi:10.3390/ma16206876.
[9] J. Hosseinbor, H. Madani, and M. N. Norouzifar, “Improving the characteristics of less active geopolymer binders utilizing ground granulated blast-furnace slag under different curing conditions,” Materials, vol. 16, no. 10, p. 3562, 2023, doi:10.3390/ma16103562.
[10] S. Y. Jang, S. Karthick, and S. J. Kwon, “Investigation on durability performance in early aged high-performance concrete containing GGBFS and FA,” Advances in Materials Science and Engineering, vol. 2017, article 3214696, 2017, doi:10.1155/2017/3214696.
[11] S. K. Karri, G. V. R. Rao, and P. M. Raju, “Strength and durability studies on GGBS concrete,” SSRG International Journal of Civil Engineering, vol. 2, no. 10, pp. 34–41, 2015.
[12] J. M. Khatib and J. J. Hibbert, “Selected engineering properties of concrete incorporating slag and metakaolin,” Construction and Building Materials, vol. 19, no. 6, pp. 460–472, 2005, doi:10.1016/j.conbuildmat.2004.07.017.
[13] T. Kim and Y. Jun, “Mechanical properties of Na₂CO₃-activated high-volume GGBFS cement paste,” Advances in Civil Engineering, vol. 2018, article 8905194, 2018, doi:10.1155/2018/8905194.
[14] W. Kubissa, R. Jaskulski, J. Chen, and P. L. Ng, “Evaluation of ecological concrete using multi-criteria ecological index and performance index approach,” Architecture, Civil Engineering, Environment, vol. 12, no. 1, pp. 105–112, 2019, doi:10.21307/ACEE-2019-010.
[15] J. Lee and T. Lee, “Durability and engineering performance evaluation of CaO content and ratio of binary blended concrete containing ground granulated blast-furnace slag,” Applied Sciences, vol. 10, p. 2504, 2020, doi:10.3390/app10172504.
[16] A. T. Mashuri, A. Yudi, and A. S. Aprilia, “Comparative analysis of concrete compressive strength using GGBFS as a cement substitute for normal concrete,” J Civil Eng Planning, vol. 5, no. 2, pp. 239–250, 2024.
[17] M. M. Maske, S. S. Sayyed, S. K. More, S. N. Patil, and P. G. Chandak, “Influence of partial replacement of ordinary Portland cement with ground granulated blast furnace slag (GGBFS) on concrete strength and durability,” Research Square preprint, 2024.
[18] M. J. Miah, R. Huaping, S. C. Paul, A. J. Babafemi, and Y. Li, “Long-term strength and durability performance of eco-friendly concrete with supplementary cementitious materials,” Innovative Infrastructure Solutions, vol. 8, pp. 255, 2023, doi:10.1007/s41062-023-01192-4.
[19] B. Omer, “Evaluating the long-term strength of GGBFS-blended cement composites,” PLOS ONE, vol. 20, no. 4, e0319923, 2025, doi:10.1371/journal.pone.0319923.
[20] S. Paruthi, I. Rahman, A. H. Khan, N. Sharma, and A. Alyaseen, “Strength, durability, and economic analysis of GGBS-based geopolymer concrete with silica fume under harsh conditions,” Scientific Reports, vol. 14, Article 31572, 2024, doi:10.1038/s41598-024-31572-0.
[21] D. N. Richardson, Strength and durability characteristics of a 70% ground granulated blast furnace slag (GGBFS) concrete mix, Missouri Department of Transportation Report RI99-035, 2006.
[22] S. Samad, A. Shah, and M. C. Limbachiya, “Strength development characteristics of concrete produced with blended cement using ground granulated blast furnace slag (GGBFS) under various curing conditions,” Sādhanā, vol. 42, no. 7, pp. 1203–1213, 2017, doi:10.1007/s12046-017-0621-x.
[23] A. Sengupta, “A pilot study on cost-effective utilization of activated GGBFS and silica fume as cement substitutes,” arXiv preprint arXiv:2305.12288, 2023.
[24] C. Shi, A. F. Jiménez, and A. Palomo, “New cements for the 21st century: The pursuit of an alternative to Portland cement,” Cement and Concrete Research, vol. 41, no. 7, pp. 750–763, 2011, doi:10.1016/j.cemconres.2011.03.005.
[25] H.-W. Song and R. Saraswathy, “Studies on the corrosion resistance of reinforced steel in concrete with ground granulated blast-furnace slag—An overview,” Journal of Hazardous Materials, vol. 138, no. 2, pp. 226–233, 2006, doi:10.1016/j.jhazmat.2006.05.024.
[26] M. D. A. Thomas, “The effect of supplementary cementing materials on alkali–silica reaction: A review,” Cement and Concrete Research, vol. 41, no. 12, pp. 1224–1231, 2011, doi:10.1016/j.cemconres.2011.08.001.
[27] J. Torkaman, S. A. Zareei, and B. A. Tayeh, “Performance assessment of alkali-activated materials using multicriteria decision-making techniques,” Construction and Building Materials, vol. 279, article 122455, 2021, doi:10.1016/j.conbuildmat.2021.122455.
[28] G. Turuallo, “Kinerja ground granulated blast furnace slag (GGBS) sebagai bahan pengganti sebagian semen untuk sustainable development,” in Proc. Seminar Nasional, Inovasi Teknologi Berwawasan Lingkungan Dalam Pembangunan Infrastruktur Wilayah dan Industri, Universitas Tadulako, Palu, Indonesia, 2013.
[29] H.-M. Yang, S.-J. Kwon, N. V. Myung, J. K. Singh, H.-S. Lee, and S. Mandal, “Evaluation of strength development in concrete with ground granulated blast furnace slag using apparent activation energy,” Materials, vol. 13, p. 442, 2020, doi:10.3390/ma13020442.