Ground Granulated Blast Furnace Slag — Slag Cement

Primary uses

• Latent hydraulic binder
• Sulfate and chloride resistance improvement
• Heat of hydration reduction

Applications

• Durable precast and infrastructure concrete
• Lighter-toned architectural mixes
• Mass concrete where heat control matters
• Mixes exposed to sulfate or chloride

Advantages

• Improves resistance to sulfate and chloride attack, which drives its use in infrastructure exposure
• Substitutes cement at high replacement levels, cutting embodied carbon significantly
• Produces a lighter-coloured mix than grey cement alone, which some architectural work prefers

Limitations to consider

• Slower early strength gain, which constrains demould cycles and cold-weather production
• Higher replacement levels demand more attention to curing, particularly in Canadian winter conditions
• Grade, fineness and activity are declared by the supplier for the exact material supplied
• Dosage, addition rate, water content and binder proportions are decided by your own mix design and trial batches, not by a catalogue figure. Supplier literature ranges are a starting point for that development work and are not reproduced here as a specification.
• Where the finished element goes into a building, the performance that matters is the performance of your element under the applicable code and project specification, not the property of a single ingredient. Testing and conformity evidence for the finished product are the responsibility of the producer and are established by project-specific testing.
• Mix ratio, pot life, working time, demould time, full-cure schedule, hardness, tear strength, elongation, shrinkage, viscosity and temperature resistance are properties of one specific supplier system. They are never quoted here from memory or by analogy with a similar product; they are read from the supplier data sheet for the exact material offered and confirmed at quotation.

How to choose the right grade

• Start from the element being produced and the specification it has to satisfy, because binder, aggregate and admixture choices are decided together rather than one at a time
• State the placing method — poured, vibrated, sprayed or pressed — since rheology requirements follow from it
• Describe the curing regime and the plant conditions, including whether production continues through a Canadian winter
• State the demould cycle and the curing capability of the plant before setting a replacement level
• Confirm which slag grade the specification accepts
• Mould-making and casting behaviour depends on the pattern, the shop temperature and humidity, the mixing method and the operator. A production-representative trial on your own pattern and in your own shop conditions is the only honest way to qualify a material before a run is committed.
• Exact specification is confirmed against supplier documentation at quotation.

Typical grades

• Grades as defined in the applicable standard and declared by the supplier
• Products the supplier distinguishes by fineness and activity index
• Buyers search this category by grade name, and those names describe what the workshop needs rather than what is asserted here. Which grade a specific offer corresponds to, and what the supplier declares for it, is read from the technical documentation issued for the exact material quoted.
• Materials in this category interact: rubbers, releases, sealers, resins, pigments and fillers can inhibit cure, stain a surface or shorten mould life when they are combined outside the combinations the supplier has tested. State every material already in the process at enquiry so compatibility is checked against supplier documentation rather than discovered on the shop floor.
• Reactive materials age in the container, and moisture-sensitive systems age faster once opened. Order against real consumption rather than against a discount, and confirm the shelf life the supplier states for the exact product and pack.