MATERIALS

GGBS (Ground Granulated Blast-furnace Slag)

Cementitious by-product of iron production. Replaces 25-70% of OPC for sulphate resistance and lower hydration heat.

Also calledggbsslag cementblast furnace slag
Related on InfraLens
Definition

Ground Granulated Blast-furnace Slag (GGBS) is a cementitious by-product of iron production. Liquid slag from blast furnaces (containing calcium silicates and aluminates) is rapidly water-quenched, producing glassy granules that are then ground to cement-fineness. Used as a partial replacement for OPC clinker in concrete (typically 25-70%), GGBS provides cementitious properties when activated by the alkalinity of OPC. The Indian Standard IS 16714:2018 governs GGBS specifications; IS 12089 covers slag use in cement.

GGBS reactions: when ground GGBS contacts water in concrete, it slowly dissolves, releasing calcium and silicate ions that combine with calcium hydroxide (a by-product of OPC hydration) to form additional calcium silicate hydrates. This 'pozzolanic-style' reaction is slower than OPC hydration, contributing to the slower early-strength but better long-term strength of GGBS-bearing concrete. GGBS also produces a denser microstructure than OPC alone, with smaller capillary pores and lower permeability — translating to better durability against chloride, sulphate, and freeze-thaw.

Indian use of GGBS: (1) Partial replacement of OPC in cement production — Portland Slag Cement (PSC) per IS 455 contains 25-70% GGBS. (2) Direct addition to RMC at the plant for special concretes — high-performance, marine, or sulphate-resistant. (3) Mass concrete with low heat of hydration. Major Indian GGBS suppliers: Tata Steel (Jamshedpur), JSPL (Raigarh), JSW (Vidi/Bellary), SAIL (Bokaro/Bhilai/Burnpur). The carbon footprint of GGBS is roughly 1/15 of OPC clinker — making GGBS a significant lever for lowering concrete's embodied CO2. Modern sustainable construction in India increasingly specifies 30-50% GGBS replacement in mass concrete and high-durability applications, justified by both cost savings and lower environmental impact.

Typical values
Replacement of OPC25-70% by mass
Density2.85-2.95 g/cc (similar to OPC)
Fineness (Blaine)350-500 m²/kg (finer than OPC)
Embodied CO2 vs OPC1/15 to 1/20
28-day strength (50% GGBS)Similar to OPC at same w/c
56-day strength (50% GGBS)10-20% higher than 100% OPC
Where used
  • Portland Slag Cement (PSC) production per IS 455
  • RMC mix design — 30-50% GGBS replacement for marine and sulphate exposure
  • Mass concrete — dams, large rafts (lower heat of hydration)
  • High-performance concrete for tall buildings (M60+)
  • Sustainable construction — low embodied CO2 specifications
Acceptance / threshold
Per IS 16714 + IS 12089: chemical composition (CaO, SiO2, Al2O3, MgO), physical properties (fineness, hydration index). Mill test certificate (MTC) with each consignment; sample-test for important works.
Site example
Site reality: a Chennai port jetty project specified 50% GGBS replacement in M40 concrete to mitigate chloride attack. The 28-day cube strength was 38 MPa (vs 40 MPa target — slightly lower). At 56 days, strength was 47 MPa, exceeding the 40 MPa target. Long-term durability test (RCPT — Rapid Chloride Permeability Test) showed 65% lower chloride permeability than 100% OPC. Service life projection: 100+ years vs 50 for OPC. GGBS replacement is now standard practice for Indian marine and sulphate-prone projects.
Frequently asked
What is GGBS in concrete?
Ground Granulated Blast-furnace Slag (GGBS) is a cementitious by-product of iron production, used as a partial replacement (25-70%) for OPC in cement and concrete. GGBS provides slower early strength but better long-term strength, lower heat of hydration, and improved chloride/sulphate resistance. Indian standard: IS 16714:2018. Major suppliers: Tata Steel, JSW, JSPL.
What are the benefits of GGBS in concrete?
(1) Lower heat of hydration — reduces thermal cracking in mass concrete. (2) Improved chloride and sulphate resistance — denser microstructure with smaller pores. (3) Better long-term strength gain — concrete continues to gain strength beyond 28 days. (4) Lower embodied carbon — GGBS has 1/15 the CO2 footprint of OPC. (5) Cost savings in cement-rich mixes. Drawbacks: slower early strength, longer curing required, regional availability limited.
How much GGBS should be used in concrete?
Typical replacement levels: 25% for general construction (lowers cost slightly), 50% for marine and sulphate exposure (significant durability improvement), 70% for very harsh environments and mass concrete with low heat requirement. Higher GGBS percentages require more careful curing and slower form removal. Mix design trial mandatory; the 28-day strength may be slightly lower than 100% OPC at same w/c but 56-day strength exceeds it.
Related materials terms