IS 12600

: 1989

Low-heat Portland cement – Specification

CurrentSpecializedSpecificationBIMMaterials Science · Cement, Concrete, Aggregates and RCC
Download PDFBIS PortalGoogle

This standard specifies the manufacturing, chemical, and physical requirements for Low-Heat Portland Cement. This cement is intended for use in mass concrete structures like dams, large foundations, and bridge abutments to control temperature rise during hydration, thus minimizing thermal cracking.

Low-heat Portland cement – Specification

Quick Reference Values
Max. Heat of Hydration (7 days)272 J/g
Max. Heat of Hydration (28 days)314 J/g
Min. Compressive Strength (3 days)10 MPa
Min. Compressive Strength (7 days)16 MPa
Min. Compressive Strength (28 days)33 MPa
Min. Initial Setting Time60 minutes
Max. Final Setting Time600 minutes
Max. Expansion (Le Chatelier)10 mm
Practical Notes
Due to its lower rate of early strength gain compared to OPC, formwork striking times must be extended. This should be factored into the construction schedule.
This cement is not suitable for general construction or applications requiring high early strength, such as precast elements or cold weather concreting.
The primary benefit is controlling thermal gradients in thick concrete sections, making it ideal for mass pours.