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IS 12089 : 1987Specification for granulated slag for the manufacture of Portland slag cement

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ASTM C989 / C989M · EN 15167-1 · AS 3582.2
CurrentSpecializedSpecificationMaterials Science · Cement, Concrete, Aggregates and RCC
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Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues7InternationalTablesFAQ4Related

IS 12089:1987 is the Indian Standard (BIS) for granulated slag for the manufacture of portland slag cement. This standard specifies the chemical and physical requirements for granulated blast furnace slag, which is a key ingredient for manufacturing Portland Slag Cement (PSC). It ensures the quality, consistency, and suitability of the slag for producing durable and strong cement.

Specification for granulated slag for the manufacture of Portland slag cement

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Cement, Concrete, Aggregates and RCC
Type
Specification
Amendments
Amendment 1 (August 1991); Amendment 2 (April 1993); Amendment 3 (December 2000); Amendment 4 (March 2005)…
International equivalents
ASTM C989 / C989M-23 · ASTM International, USAEN 15167-1:2006 · European Committee for Standardization (CEN), EuropeAS 3582.2:2015 · Standards Australia, AustraliaJIS A 6206:2013 · Japanese Industrial Standards Committee, Japan
Typically used with
IS 455IS 4032IS 4031
Also on InfraLens for IS 12089
7Key values1Tables4FAQs
Practical Notes
! The glass content is the most critical parameter as it directly relates to the hydraulic (cementitious) activity of the slag.
! This standard is primarily used by cement manufacturers and quality control labs, not typically by site engineers for design or construction.
! Ensuring low moisture content and freedom from foreign materials as per Clause 3 is crucial for smooth plant operations and consistent cement quality.
Frequently referenced clauses
Cl. 3General RequirementsCl. 4Chemical RequirementsCl. 5Physical RequirementsCl. 6Glass ContentCl. 7Fineness
Pulled from IS 12089:1987. Browse the full clause & table index below in Tables & Referenced Sections.
Updates & Amendments5 amendments
Amendment 1 (August 1991)
Amendment 2 (April 1993)
Amendment 3 (December 2000)
Amendment 4 (March 2005)
Amendment 5 (November 2007)
Consolidated list per BIS. For the text of each amendment, refer to the BIS portal link above.
granulated slagcementadmixturesconcrete

International Equivalents

Similar International Standards
ASTM C989 / C989M-23ASTM International, USA
HighCurrent
Standard Specification for Slag Cement for Use in Concrete and Mortars
Specifies ground granulated blast-furnace slag (slag cement) for use in concrete, focusing on performance-based grades.
EN 15167-1:2006European Committee for Standardization (CEN), Europe
HighCurrent
Ground granulated blast furnace slag for use in concrete, mortar and grout - Part 1: Definitions, specifications and conformity criteria
Covers requirements for the chemical and physical properties of ground granulated blast furnace slag for use in concrete.
AS 3582.2:2015Standards Australia, Australia
HighCurrent
Supplementary cementitious materials - Part 2: Slag - Ground granulated iron blast-furnace
Specifies requirements for ground granulated iron blast-furnace slag for use as a cementitious material in concrete and mortars.
JIS A 6206:2013Japanese Industrial Standards Committee, Japan
HighCurrent
Ground granulated blast-furnace slag for concrete
Defines quality requirements for three types of ground granulated blast-furnace slag for use in concrete.
Key Differences
≠IS 12089 is highly prescriptive, mandating a very high minimum glass content (90%), whereas EN 15167-1 requires a lower minimum (66.7%) and ASTM C989 has no direct glass content requirement, relying instead on performance.
≠ASTM C989 classifies slag into performance grades (100, 120, 122) based on its 7 and 28-day Slag Activity Index (SAI), which is a performance-based approach not explicitly present in IS 12089.
≠IS 12089 specifies a maximum limit for Manganese Oxide (MnO) at 2.0%, a requirement not found in major international standards like ASTM C989 or EN 15167-1.
≠IS 12089 sets a very high maximum limit for Magnesium Oxide (MgO) at 17.0%, which is significantly higher than what is typically accepted or practiced under other international frameworks, which often rely on autoclave expansion tests for durability assurance.
Key Similarities
≈All standards define the source material as the glassy, non-metallic product obtained by rapid quenching of molten slag from an iron blast furnace.
≈A core principle across all standards is the evaluation of the slag's hydraulic activity, ensuring it will contribute to the strength of the final concrete or cement product, although the test methods and specific criteria differ.
≈All standards place limits on the maximum allowable content of Sulphide Sulphur (S²⁻) to control potential durability issues, with IS 12089 and EN 15167-1 having similar limits.
≈All standards specify fineness (specific surface area) as a key physical property, recognizing its significant influence on the rate of reaction and strength development.
Parameter Comparison
ParameterIS ValueInternationalSource
Glass Content, % min≥ 90≥ 66.7 (2/3)EN 15167-1
Glass Content, % min≥ 90Not Specified (Performance-based)ASTM C989
Sulphide Sulphur (S²⁻), % max2.02.5ASTM C989
Manganese Oxide (MnO), % max2.0Not specifiedEN 15167-1
Magnesium Oxide (MgO), % max17.0Not specified in slag standard; performance tests like autoclave expansion are used.ASTM C989
Fineness (Blaine), m²/kg min300275EN 15167-1
Activity Index at 28 days, % minHydraulic Index test method specified, but no minimum value in the slag code itself (it's defined in the cement code IS 455).≥ 75% for Grade 100; ≥ 100% for Grade 120ASTM C989
⚠ Verify details from original standards before use

Key Values7

Quick Reference Values
Minimum Glass Content85% by mass
Maximum Sulphide Sulphur (S)2.0% by mass
Maximum Manganic Oxide (Mn2O3)5.5% by mass
Maximum Magnesium Oxide (MgO)17.0% by mass
Minimum Hydraulic Index (CaO+MgO+1/3Al2O3)/(SiO2+2/3Al2O3)1.0
Maximum Insoluble Residue5.0% by mass
Maximum Fineness (Blaine)450 m²/kg
Key Formulas
Hydraulic Index = (CaO + MgO + 1/3 Al2O3) / (SiO2 + 2/3 Al2O3)

Tables & Referenced Sections

Key Tables
Table 1 - Chemical Requirements
Key Clauses
Clause 3 - General Requirements
Clause 4 - Chemical Requirements
Clause 5 - Physical Requirements
Clause 6 - Glass Content
Clause 7 - Fineness

Related Resources on InfraLens

Cross-Referenced Codes
IS 455:2015Portland Slag Cement - Specification
→
IS 4032:1985Methods of Chemical Analysis of Hydraulic Cem...
→
IS 4031:1996Methods of Physical Tests for Hydraulic Cemen...
→

Frequently Asked Questions4

What is the primary purpose of IS 12089?+
To define the quality requirements for granulated slag to be used in the manufacture of Portland Slag Cement (PSC).
What is the minimum required glass content in the slag?+
The minimum glass content must be 85 percent by mass (Clause 6).
What is the maximum permissible sulphide sulphur content?+
The maximum sulphide sulphur (S) content is 2.0 percent by mass (Table 1).
How is the chemical composition of slag verified?+
As per the methods specified in IS 4032: Methods of chemical analysis of hydraulic cement (Clause 4.2).

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