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Fly ash, granulated blast-furnace slag, and calcined clay can replace part of the clinker used to make cement. The technically and commercially viable share is never a universal percentage: it depends on local supply, the product standard that applies, the concrete’s required properties, and the emissions boundary used for comparison. A lower clinker content can reduce cement emissions, but a project still needs a compliant product, verified material quality, and mix design by qualified professionals.
What clinker is—and why replacing it matters
Cement is produced by grinding clinker with other constituents. Clinker is the energy- and carbon-dioxide-intensive core ingredient: it is made by heating limestone and other raw materials at high temperature, and the chemical conversion of limestone releases process carbon dioxide in addition to fuel-related emissions. Supplementary cementitious materials (SCMs) such as fly ash, blast-furnace slag, and calcined clay reduce the amount of clinker that must be made for a given quantity of cement.
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The scale of the issue is substantial. The International Energy Agency reported a worldwide average clinker share of 72% in cement in 2019. A 2025 Joint Research Centre publication, citing CEMBUREAU data for 2024, puts Europe’s average at about 77%. The United Nations Environment Programme’s 2026 cement page attributes around 8% of global carbon-dioxide emissions to cement and concrete production. These figures describe sector averages, not the composition or footprint of a particular bag of cement, ready-mix supply, or construction project.
Replacing clinker does not mean eliminating cement. A blended cement still contains clinker plus one or more other constituents, and the resulting concrete must meet the relevant strength, durability, setting, workability, and exposure requirements. The right question is therefore not “What is the maximum replacement percentage?” but “Which compliant blend can deliver the required concrete performance with a reliable, low-impact supply?”
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Why there is no single safe replacement percentage
Supply is local and can change
Fly ash is collected from coal-fired power generation, while granulated blast-furnace slag is a by-product of iron production. Their availability follows the output, technology, and location of those industries rather than construction demand. The IEA warns that supplies of both materials may become constrained as coal power and conventional blast-furnace steelmaking change. A material that is abundant near one cement or concrete plant may be uneconomic or unavailable in another region.
Calcined clay is different because it is manufactured from suitable clay deposits rather than recovered from a power or steel plant. That can make it a strategically important alternative where industrial by-products are scarce, but it still requires a suitable deposit, processing equipment, fuel or electricity, quality control, and transport. Distance from the source to the grinding, cement, or concrete plant affects delivered cost and emissions for every option.
Standards define what may be sold and declared
Cement constituent rules are jurisdiction-specific. A blend that can be marketed under one region’s common-cement standard may require a different designation, additional testing, or a project-specific approval elsewhere. Standards also distinguish between a cement product, a supplementary material added at a concrete plant, and an engineered binder system. They do not automatically authorize a contractor to substitute an industrial by-product into an existing mix.
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The required properties of the final concrete control the practical blend. Structural frames, pavements, marine work, precast units, mass concrete, repair mortars, and non-structural applications can have different requirements for early strength, later-age strength, heat release, permeability, sulfate or chloride resistance, setting time, shrinkage, and finishing. The same SCM can be suitable at one dosage and unsuitable at another, or suitable for one exposure class but not another. The IEA’s guidance is consequently framed around availability, standards, intended use, and required final-product properties rather than a universal dosage.
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Emissions comparisons need the same boundary
A claim may be stated per tonne of cement, per tonne of clinker, or per cubic metre of concrete. It may describe a modeled potential, an average product, or an environmental product declaration (EPD) for a specific plant. Comparisons should identify the basis and include processing, energy, and relevant transport. A lower clinker share generally removes clinker-making emissions, but grinding, drying, calcining, electricity, fuels, and logistics still count.
Fly ash: useful where coal-ash supply and quality are secure
What it is
Fly ash is the fine mineral residue captured from coal combustion. It has long been used as an SCM in blended cement and concrete. Its glassy and reactive components can contribute to strength development and reduce the amount of clinker required, provided the ash meets the applicable chemical, physical, and consistency requirements.
When it can replace clinker
Fly ash is a candidate when a local, qualified source can provide a consistent product and the applicable cement or concrete standard permits its use for the intended application. The cement producer or concrete designer must verify characteristics such as fineness, chemical composition, loss on ignition, moisture, setting behavior, and strength development through the relevant specification and testing program. The sources available for this article do not establish one universal fly-ash percentage, so a number should not be copied from another project without checking the local product and design basis.
Limitations to plan for
- Future supply: Declining or changing coal generation can reduce regional availability or change ash characteristics.
- Consistency: Different boilers, fuels, collection systems, and storage practices can produce materially different ash.
- Early-age behavior: Some fly-ash blends develop specified strength more slowly, which can affect stripping, opening, or cold-weather schedules; the actual behavior must be demonstrated for the proposed product.
- Specification fit: A material may be technically usable but not permitted under the cement or project specification in force at the site.
Fly ash is therefore best treated as a qualified, locally sourced constituent—not an unlimited commodity or an automatic drop-in replacement for cement.
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Blast-furnace slag: high clinker reduction, but tied to steelmaking
What it is
Granulated blast-furnace slag (often called slag cement when ground for cementitious use) is formed during iron production and rapidly cooled to create a glassy material. Ground slag can be blended with clinker or used as a separately supplied cementitious material. It can contribute to later-age strength and, in suitable formulations, improve resistance to some forms of ingress and heat development.
Supply and project implications
Slag availability depends on the regional steel industry, the ironmaking route, granulation capacity, grinding facilities, and transport. The IEA identifies future slag availability as a concern because steel production is changing. A project that assumes a permanent slag supply without a verified source and contingency plan may face cost, schedule, or compliance problems later.
Slag’s performance depends on its chemistry, fineness, activation, clinker partner, curing, and the concrete’s exposure. The blend should be assessed for setting, early and later strength, heat evolution, shrinkage, permeability, and durability under the actual construction conditions. The material can replace a large share of clinker in some standardized products, but that fact does not establish a suitable percentage for an individual structural mix.
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A 2025 European Commission draft document describing proposed common-cement categories includes a binary cement category with up to 95% blast-furnace slag and other categories with specified limits for fly ash or combinations of constituents. Those figures are proposed European product definitions in that document. They are not a global allowance, an engineering recommendation, or proof that a 95% slag blend is available or appropriate for every project. Local standards, conformity assessment, supplier declarations, and project design requirements still govern.
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Calcined clay: a manufactured alternative with its own energy demand
How calcined clay works
Calcined clay is made by heating a suitable clay, commonly kaolin-rich clay, to alter its mineral structure and create a reactive pozzolanic material. Calcined kaolin is often referred to as metakaolin. It can be blended with clinker in varying proportions, either as part of a standardized cement or as an SCM in a designed concrete mix.
Unlike fly ash and blast-furnace slag, calcined clay is not limited to the output of coal or steel plants. Its practical potential depends on the geology of the deposit, mining and preparation, plant capacity, fuel or electricity, and transport. Clay that looks suitable in a geological survey still requires processing trials and product-quality verification.
LC3 and the “up to 40%” claim
LC3 (limestone calcined clay cement) combines clinker, calcined clay, limestone, and gypsum or other required constituents in a coordinated formulation. The United Nations Environment Programme reports that LC3 can reduce production emissions by up to 40% compared with traditional cement while retaining performance required for construction in the context described by that source. “Up to” is important: the result is a potential for that formulation and comparison, not a guaranteed saving for every plant, fuel mix, transport distance, or concrete application.
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Calcining consumes energy, so the clinker reduction is not the whole account. European Union Carbon Border Adjustment Mechanism (CBAM) guidance includes raw-material preparation, mixing, drying, calcining, flue-gas cleaning, fuels, relevant raw-material emissions, and monitoring of indirect electricity emissions in the boundary for calcined-clay production. A credible comparison should include those items and any relevant transport, then state whether the result is per tonne of cement or per unit of concrete.
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Comparing the three options on a project
| Decision axis | Fly ash | Blast-furnace slag | Calcined clay |
|---|---|---|---|
| Primary source | Coal-combustion residue | Ironmaking by-product | Processed clay, often kaolin-rich |
| Supply risk | Linked to changing coal-power output and local ash quality | Linked to steelmaking routes, output, and regional grinding capacity | Linked to suitable deposits, processing capacity, energy, and transport |
| How it enters cement | Blended with clinker as an SCM or constituent | Ground and blended with clinker or supplied as slag cement | Calcined, then blended with clinker; LC3 also uses limestone |
| Replacement share | Not universal; set by the applicable standard and demonstrated performance | Not universal; some proposed European product categories allow very high shares, including up to 95% slag in one draft category | Varies with clay, process, formulation, standard, and required performance |
| Main accounting caution | Include collection, processing, storage, electricity, and transport where relevant | Include granulation, grinding, electricity, transport, and any allocation method for the steel by-product | Include preparation, drying, calcining, flue-gas cleaning, fuel, raw-material, electricity, and transport emissions |
| Best initial question | Is there a consistent, compliant local source? | Is there a durable regional steel and grinding supply? | Is suitable clay available with an efficient, compliant calcining route? |
A practical process for choosing a clinker-reduced blend
- Define the concrete duty. Record the structural or non-structural use, exposure classes, design life, strength at the specified age, early-strength needs, heat limits, placing method, curing conditions, and schedule constraints.
- Identify the governing standards. Confirm the cement standard, concrete code, national annexes, public-owner requirements, and any acceptance rules for SCMs. Do not treat a draft or foreign product category as permission to use a blend at your site.
- Map delivered supply. Obtain current information from cement and SCM suppliers on source, production route, quality-control data, storage, lead time, minimum order, transport distance, and contingency supply. Availability at the nearest plant matters more than a material’s global reputation.
- Characterize the actual material. Review certificates and test data for chemistry, fineness, moisture, loss on ignition, reactivity, variability, and contaminants under the applicable standard. Repeat testing when the source, storage, or production route changes.
- Run laboratory trial mixes. Compare the proposed blend with the reference cement at the intended water-to-binder ratio and admixture system. Measure workability retention, setting, temperature rise, early and later strength, permeability indicators, shrinkage, and other properties required by the project.
- Check durability and construction behavior. Use the exposure-specific tests and design checks required by the governing code. Confirm curing, formwork stripping, pumping, finishing, cold-weather, hot-weather, and mass-concrete procedures rather than relying only on a 28-day strength result.
- Calculate the footprint on a common basis. State whether the comparison is per tonne of cement, clinker, or concrete; include processing, energy, transport, and allocation assumptions; and label the result as a potential, modeled value, or product-specific declaration.
- Document acceptance and change control. Keep the supplier declaration, test reports, approved mix design, batch controls, EPD or other environmental data, and a procedure for handling source or quality changes. A lower-carbon design is only useful if it remains compliant and buildable throughout the project.
Standards, declarations, and environmental reporting
The American Cement Association describes SCMs derived from coal ash, steel slag, and calcined clays or shales, and notes that environmental impacts can be communicated through EPDs. An EPD is not a universal performance certificate: it reports environmental results for a defined product, facility, life-cycle scope, and set of assumptions. Compare EPDs only when their product definitions, modules, geographic scope, and declared units are compatible.
On October 5, 2026, the American Cement Association announced a consolidated product category rule (PCR) for cementitious materials with the slag-cement, natural-pozzolan, and coal-ash associations. Jamie Farny, the association’s Director of Environmental Measurement and Metrics, said: “The PCR consolidation was not only welcomed, but even requested, by several SCM producers and the groups that represent them.” The statement concerns environmental-reporting rules. It is not evidence of a particular SCM’s technical performance, replacement ratio, or market availability.
The European Commission draft cited above is useful for understanding how proposed common-cement categories may describe constituent combinations, but it is not a substitute for the standard and conformity route in the country where the cement will be sold or the concrete placed. Product designation, declared performance, and project acceptance must be checked together.
Common mistakes and how to avoid them
- Assuming “SCM” means interchangeable: Fly ash, slag, and calcined clay have different chemistry, reactivity, supply chains, and testing needs. Treat each source as a distinct material.
- Copying a headline percentage: A high percentage in a product definition or a literature estimate is not a project dosage. Confirm the local standard and demonstrate the required concrete properties.
- Counting only clinker emissions: Drying, calcining, grinding, electricity, fuels, allocation, and transport can materially affect the result.
- Ignoring supply continuity: A blend that works in a trial can become impractical if a by-product source closes, changes fuel or steel route, or cannot meet delivery requirements.
- Using cement and concrete terms loosely: “Replacing cement” often means replacing part of the clinker in cement or part of the cementitious binder in concrete. The specification must identify the actual product and constituent.
- Approving on strength alone: Durability, setting, heat, shrinkage, curing, finishability, and construction timing can be decisive even when compressive strength passes.
What the evidence supports—and what it does not
The evidence supports a clear direction: reducing clinker through qualified SCMs is a major route to lower cement-production emissions, and all three materials can be technically relevant. It does not support naming one material as universally best, assigning one replacement percentage to every project, or promising that an industrial by-product will remain available everywhere.
For Europe, the JRC’s 2025 publication reports cited estimates of below 50% technical potential and about 60% from a market perspective for clinker reduction. Those are contextual estimates from cited literature and industry perspectives, not standards, guarantees, or targets for an individual cement plant. They should be read alongside the region’s reported average clinker share of about 77%, not used as a design value.
For any actual mix, the defensible choice is the lowest-clinker formulation that has a dependable delivered supply, satisfies the governing product and concrete standards, meets the project’s performance and durability requirements, and has a transparent life-cycle calculation. A cement producer, materials laboratory, and qualified design professional should make that determination with project-specific data.
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