IS 455

: 2015

Portland Slag Cement - Specification

CurrentFrequently UsedSpecificationMaterials Science · Cement
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This standard specifies the manufacturing, chemical, and physical requirements for Portland Slag Cement (PSC). Engineers and QA/QC professionals use this specification to ensure the quality of PSC, which is highly valued for marine environments, sewage treatment plants, and mass concrete works due to its high sulfate resistance and low heat of hydration.

Specifies requirements for portland slag cement (PSC) made by grinding together OPC clinker, granulated blast furnace slag, and gypsum.

Quick Reference Values
slag constituent proportion25% to 70% by mass
initial setting time min30 minutes
final setting time max600 minutes
compressive strength 3 days min16 MPa
compressive strength 7 days min22 MPa
compressive strength 28 days min33 MPa
fineness blaine specific surface min225 m2/kg
insoluble residue max4.0%
Practical Notes
Portland Slag Cement gains strength more slowly in the initial days compared to Ordinary Portland Cement (OPC), so curing periods must be properly maintained and extended.
PSC is highly recommended for structures exposed to aggressive environments like sea water or sulphate-bearing soils.
The exact percentage of slag used (between 25% to 70%) must be declared by the manufacturer on the cement bags.