MECHANICAL PROPERTIES OF CONCRETE CONTAINING GROUND GRANULATED BLAST FURNACE SLAG (GGBFS): A REVIEW

Authors

  • Dr. M. Adil Khan
  • Waqas Aziz
  • Hafiz Muhammad Shahzad Aslam

Keywords:

Ground Granulated Blast Furnace Slag (GGBFS), Concrete mechanical properties, Supplementary cementitious materials (SCMs), Durability and chloride resistance, Sustainable construction materials

Abstract

Ground Granulated Blast Furnace Slag (GGBFS) is an industrial by-product from iron production with significant potential to enhance concrete performance while promoting sustainability. This review synthesizes findings from peer-reviewed literature on the mechanical properties of GGBFS-modified concrete, including compressive strength, flexural strength, tensile strength, and durability characteristics. Evidence from 70+ studies demonstrates that GGBFS replacement at optimal levels (10–50% by cement mass) significantly improves long-term mechanical performance, reduces permeability, and enhances chloride and sulfate resistance. Early-age strength development is typically delayed but compensated by superior late-age performance. The review identifies key parameters influencing mechanical properties, compares methodological approaches, and highlights research gaps in performance prediction, extreme temperature exposure, and synergistic effects with emerging fiber technologies.

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Published

2026-04-15

How to Cite

Dr. M. Adil Khan, Waqas Aziz, & Hafiz Muhammad Shahzad Aslam. (2026). MECHANICAL PROPERTIES OF CONCRETE CONTAINING GROUND GRANULATED BLAST FURNACE SLAG (GGBFS): A REVIEW. Policy Research Journal, 4(4), 1219–1231. Retrieved from https://policyrj.com/1/article/view/2238