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Containing CO₂ in construction usually means reducing, measuring, or storing embodied carbon in materials and construction processes—not trapping carbon dioxide in the air at an active jobsite. The most credible approach combines lifecycle accounting with lower-carbon design, verified product data, and, where technically suitable, concrete processes that mineralize a portion of CO₂. Carbon uptake alone does not prove a climate benefit: teams must also check clinker and feedstock emissions, transport, durability, structural performance, and applicable standards.
This guide explains what the phrase means, how concrete carbonation works, what published estimates actually show, and how owners, designers, contractors, and specifiers can turn the information into procurement decisions. Technology figures are identified by source and date; the 2022 technical review and 2023 U.S. Department of Energy project record are not proof that every option is commercially available in 2026.
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What does “containing CO₂ during construction” mean?
In the construction context, “containing CO₂” is best understood as managing embodied carbon (EC): greenhouse-gas emissions associated with extracting and processing raw materials, manufacturing products, transporting them, installing them, maintaining or replacing them, and handling them at end of life. The phrase is often misunderstood as a jobsite air-capture instruction. The 2020 Building Design + Construction article used it to discuss material emissions and ways to account for and reduce them.
That distinction matters because emissions released before a product arrives on site become part of the project’s lifecycle footprint. They cannot simply be removed after the material is installed. A lower-carbon project therefore starts with design and specification decisions, then verifies what is actually procured and built.
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The article reported several figures from 2017-era sources, which should be read as historical estimates rather than current global measurements: building materials and construction were associated with about 11% of global greenhouse-gas emissions and 28% of building-sector emissions. In a scenario where material choices did not change, embodied carbon could represent about 49% of emissions from new construction between 2020 and 2050. The same article reported a 2019 STO Building Group survey in which 48% of clients said they would require embodied-carbon accounting on future projects. Those numbers show why attention increased, but they are not a 2026 market forecast.
Stacy Smedley, then director of sustainability at Skanska USA, told the article: “The industry is finally at a level of benchmarking it needs to take action.” The practical implication is that measurement is a decision tool, not a marketing label.
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Operational carbon comes from running a building—heating, cooling, lighting, plug loads, and other energy uses. Embodied carbon is generated by the building’s materials and construction activities. A whole-life assessment considers both, because a design that lowers operational energy can still carry a large upfront material footprint.
| Lifecycle area | Typical sources | Questions for a project team |
|---|---|---|
| Product stage | Mining, quarrying, refining, clinker production, manufacturing | What are the product’s declared emissions and system boundary? |
| Construction stage | Transport to site, plant energy, installation waste, equipment fuel | Are delivery distances, construction methods, and waste assumptions documented? |
| Use stage | Maintenance, repair, replacement, refrigerant or energy effects where included | Will a lower-impact product require earlier replacement or more maintenance? |
| End of life | Demolition, hauling, processing, disposal, reuse or recycling | Are reuse pathways realistic in the project’s market? |
Set the boundary before comparing options. “A tonne of CO₂ stored” is not comparable if one claim counts only curing and another includes mining, processing, transport, plant energy, and end-of-life effects.
How does concrete naturally absorb CO₂?
Concrete combines cement binder, water, and aggregate. Cement is made by heating limestone and clay to form clinker, then grinding the clinker with other ingredients. After water hydrates the cement, some of the resulting compounds react with atmospheric CO₂ and form carbonates. This process is called carbonation.
Natural carbonation is gradual and limited by exposure. The IEAGHG’s 2022 technical report says it occurs at exposed surfaces and inside concrete where cracks allow CO₂ to reach uncarbonated material. More porous concrete carbonates faster than dense concrete, while foundations are generally less exposed to atmospheric CO₂. Carbonation can reduce alkalinity around reinforcing steel; where cracking or other aggressive species are present, that can create durability concerns. A model should therefore not treat all concrete as having the same future uptake.
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What engineered methods put more CO₂ into cementitious materials?
Engineered carbonation increases contact between a CO₂-containing gas and a reactive solid or fresh cementitious mix. The IEAGHG report describes several routes:
- CO₂-rich curing chambers: precast products can be exposed to controlled gas concentrations during curing.
- Injection into wet paste: CO₂ is introduced while a cementitious material is still reactive, promoting mineral formation.
- Ready-mix batching: a measured dose is added during mixing to accelerate early strength development and potentially allow a lower clinker content.
- Carbonating alkaline residues: industrial wastes can react with CO₂ to form carbonate-containing aggregates or binders.
These are process descriptions, not guarantees for a particular mix. Moisture, particle size, chemistry, curing time, gas concentration, and access to reactive phases determine how much CO₂ reacts and what happens to strength and durability.
What do published performance estimates say?
Use the following figures as dated, attributed estimates from the 2022 IEAGHG review—not universal product performance:
| Estimate | Source context | How to interpret it |
|---|---|---|
| About 5% CO₂ reduction | IEAGHG description of CO₂ addition during ready-mix batching and the related potential to reduce clinker | Process-dependent and modest; it is not a guaranteed reduction for every mix. |
| About 47 kg CO₂ per tonne | Estimate attributed by IEAGHG to CarbonCure, with dependence on composition | A company-attributed figure reproduced in a technical review, not an independently verified universal value. |
| About 250–300 kg CO₂ per tonne of clinker | Uptake claimed for Solidia cement during curing, as reported by IEAGHG | A provider claim; cement chemistry, curing conditions, and system boundaries must be checked. |
| More than 760,000 m³ treated | Historical deployment context for CarbonCure reported by IEAGHG | A volume stated in the 2022 review, not a verified current total. |
Do not convert any of these numbers into a project credit without a product-specific environmental product declaration (EPD), mix design, delivery records, and an agreed accounting method.
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Sometimes a product may claim net storage, but the claim is valid only after the entire relevant system is counted. A useful calculation is:
Net embodied impact = production and construction emissions − durable, verified CO₂ stored − credible end-of-life storage or recovery benefits.
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Production includes limestone calcination, kiln fuel, electricity, grinding, admixtures, aggregate processing, and transport. For an engineered process, add CO₂ capture, purification, compression, delivery, and injection energy. If the gas comes from a waste stream, account for the source facility’s allocation rules and what would have happened without utilization. If an alkaline waste is used, include collection, drying, grinding, contamination control, and transport.
Performance is equally important. The ICEF roadmap on CO₂ utilization in the built environment emphasizes that carbonate products must meet construction standards and performance expectations, especially strength. A material that stores more CO₂ but fails durability, fire, shrinkage, or load requirements is not a viable lower-carbon substitution. Compare options on the same functional basis—for example, the same design strength, exposure class, service life, and required volume—not simply per tonne of material.
Which waste and mineral feedstocks can be carbonated?
The IEAGHG review discusses concrete slurry waste, recycled concrete aggregate, cement kiln dust, cement bypass dust, fly ash, and steelmaking slags. Their theoretical alkalinity can look attractive, but practical uptake is usually lower. The report’s modelling uses a conservative fraction of theoretical capacity because laboratory and field uptake often differ.
Before specifying a feedstock, verify:
- Availability: Is enough material generated near the project, throughout the required schedule?
- Reactivity: Does its chemistry provide accessible calcium or magnesium under the proposed process?
- Processing: What drying, crushing, grading, or purification is required?
- Contamination and competing uses: Could impurities affect concrete performance, or is the waste already needed elsewhere?
- Logistics: Do transport emissions erase the claimed storage benefit?
- Product fate: Will the carbonate remain stable during service, demolition, and reuse?
How should a project measure embodied carbon?
Measurement works best when it is repeated at each design gateway and tied to quantities that can be procured. The 2020 article described EC3 as an open-source benchmarking and procurement tool developed by Skanska and C-Change Labs and made available through the Carbon Leadership Forum. It also named Tally, the Athena Institute’s Impact Estimator, Thornton Tomasetti’s Beacon, and SOM’s Environmental Analysis Tool. Those names document the 2020 landscape; verify current ownership, access, data coverage, and functionality before relying on any tool in November 2026.
Regardless of software, require four kinds of discipline:
- Declare the boundary. State which lifecycle modules and impacts are included, the reference study period, and whether biogenic or stored carbon is treated separately.
- Rank data quality. Prefer product-specific, third-party verified EPDs. Record when generic industry-average data, proxies, or manufacturer declarations are used.
- Match project stage. Early estimates can use assemblies and typical quantities; procurement decisions should use actual mix designs, quantities, distances, and supplier documentation.
- Compare functional equivalents. Keep strength, exposure, fire rating, service life, curing requirements, and code compliance constant before declaring one option lower carbon.
What is a practical workflow for reducing embodied carbon?
Owners and design teams can use this sequence before making a material claim:
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- Set a project target. Define whether the target covers upfront carbon, whole-life carbon, or selected packages such as structure and envelope. State the units and reporting boundary.
- Reduce quantities first. Efficient structural grids, spans, slabs, and foundations can avoid emissions before substitutions are considered. Confirm that changes still satisfy safety and service requirements.
- Build a baseline. Use the same quantities and lifecycle modules for the reference design. Record assumptions so later options are comparable.
- Request supplier evidence. Ask for current EPDs, mix proportions, strength at the specified age, durability data, curing conditions, and the treatment of stored CO₂.
- Screen carbonation options. Check whether the plant has the necessary dosing or curing equipment, whether CO₂ supply is reliable, and whether the process is approved for the intended application.
- Recalculate logistics. Include quarry, cement, aggregate, waste-feedstock, and CO₂ transport. A nearby conventional mix can outperform a distant “carbon-negative” product.
- Lock requirements into procurement. Put the functional criteria, documentation, testing obligations, and reporting format in the specification and submittal schedule.
- Verify delivered material. Reconcile batch tickets, volumes, mix IDs, EPDs, and any CO₂ injection records. Report deviations rather than carrying forward a design estimate.
What are the main failure modes?
Counting theoretical capacity as actual storage: Mineral chemistry may permit a high maximum, but gas access, moisture, and reaction kinetics limit field uptake. Use measured or conservatively modelled values.
Ignoring clinker and process emissions: A small injection can be outweighed by kiln fuel, calcination, grinding, or extra processing. Report gross emissions and stored carbon separately.
Comparing unlike products: A lower-carbon mix that needs more material, shorter service life, or additional reinforcement may not lower whole-life impact. Compare on a functional unit.
Assuming durability is automatic: Carbonation changes pore chemistry and can reduce alkalinity. Confirm reinforcement protection, exposure-class performance, shrinkage, permeability, and service-life expectations.
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Using stale software or EPDs: Tool names, databases, access terms, and declarations change. Check the current version, geographic coverage, validity date, and product-specific applicability.
Making a “carbon-negative” claim without a chain of custody: Document the CO₂ source, handling energy, allocation method, permanence assumption, and end-of-life treatment. If any link is uncertain, describe the result as an estimate or potential reduction.
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What did the 2023 DOE project establish?
A March 7, 2023 DOE NEPA record describes planned research to convert CO₂-containing flue gas and alkaline solid wastes into an alternative cement. The scope included bench-scale reactor development, laboratory synthesis, a prototype system, and concrete-property testing against established ASTM guidelines.
That record supports describing an R&D and prototyping effort. It does not establish that the alternative cement completed the program, achieved commercial readiness, or is broadly available for specification. Treat similar announcements as research status until technical approvals, product declarations, supply capacity, and project references are documented.
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A robust specification can ask for:
- Required design strength, exposure class, service life, fire and shrinkage criteria, and applicable code or ASTM compliance.
- An EPD or equivalent lifecycle declaration identifying modules, declared unit, validity date, geographic scope, and data quality.
- Mix proportions, cement and supplementary-material content, aggregate source, water-to-binder ratio, and admixtures.
- For injected or cured CO₂, the dose, source, conditioning, injection point, curing schedule, measured uptake method, and retained records.
- Transport distances and modes for cement, aggregate, waste feedstocks, and CO₂.
- Submittal and verification procedures, including what happens if the approved mix or supplier changes.
- A prohibition on claiming stored carbon as a separate offset unless the project’s accounting protocol permits it and double counting is addressed.
Where local supply is uncertain, write performance-based requirements with an approved-substitution process rather than naming an unavailable technology. Confirm geographic availability, technical approvals, product-specific declarations, and current supplier terms before award.
What is the bottom line for 2026 projects?
Containing CO₂ in construction is primarily an accounting and design challenge, with carbonation as one possible material pathway. Start by avoiding unnecessary material, then compare verified lifecycle impacts for functionally equivalent products. Engineered carbonation can accelerate strength or mineralize CO₂, but the dated estimates in the 2022 IEAGHG review are process-specific and should not be presented as universal results. A credible claim connects the CO₂ source, process energy, material performance, durability, logistics, and end-of-life fate in one transparent calculation.
Frequently Asked Questions
Does natural carbonation cancel out cement’s manufacturing emissions?
No. Carbonation can reabsorb some CO₂ released during cement manufacture, but the rate and amount depend on exposed area, porosity, cracking, service life, and demolition conditions. It is a partial lifecycle contribution, not an automatic reversal of kiln and calcination emissions.
What evidence should a contractor request for a CO₂-injected concrete mix?
Request the current mix design, strength and durability data for the intended exposure, a product-specific EPD or transparent lifecycle calculation, and records identifying the CO₂ source and dose. Also confirm that the batching process and quality-control procedures are covered by the supplier’s technical approvals and the project specification.
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It can reduce demand for virgin aggregate and provide a reactive surface for carbonation, but processing, contamination, grading, transport, and competing uses determine the net result. Evaluate the recycled aggregate and CO₂ process together rather than assigning storage credit from theoretical mineral capacity alone.
How often should embodied-carbon calculations be updated?
Update them at major design changes, at procurement when supplier and EPD information becomes specific, and after construction using delivered quantities and batch records. A design-stage estimate should not be treated as the as-built result when mixes, quantities, or transport routes changed.

