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Low-Carbon Cementitious Materials: Comparison
Please note this is a comparison between Version 1 by Lionel Zheng and Version 2 by Catherine Yang.

Low-carbon cementitious materials are a family of hydraulicementitious binders and concrete constituents formulated or selected to reduce greenhouse-gasto reduce the embodied carbon dioxide emissions expressed as CO₂-equivalent assassociated with cement and concrete production, relative to a specified conventional baselineordinary Portland cement (OPC), while providretaining the binding performancefunction required for their intended applications structural concrete [1]. Emission reduction is can be aachieved primarily by lowering the Portland-clinker fraction through partial replacement with supplementary cementitious materials, such as fly ash, ground granulated blast-furnace slag, silica fume, metakaolin, and calcined clay, or by usisubstituting alternative binder chemistries, including — alkali-activated binders, calcium sulfoaluminate cements, belite-rich cements, and magnesium-based cements, which may — that require lower calcination temperatures or reduce reliance onavoid limestone calcidecarbonation [2]. Because conventional OPortland cementC production generates greenhouse-gas emissionsemits CO2 both from both ththe calcination of calcium carbonate and from fuel combustion during clinker productioin the kiln, the “low-carbon performance of a cementitious material is generally assessed by comparing” designation is defined by a reduction in life-cycle greenhouse-gas emissions with those of an appropriate baseline, using a defined system boundary and functionalper unit of binder, rather than by a single fixed composition or strength class unit [3][4][5]. SucTh comparisons should also consider equivalent performance requirements, including strength, durability, and expected service life, to ensure that emission reductions are evaluated on a functionally comparable basis. Low-carbone category is distinguished from conventional blended cementitious materials therefore do not correspond to a single composition,s by the magnitude of clinker- substitution level, or strength class, and conventional blended cements may also be considered lowand by explicit targeting of embodied-carbon when they demonstrate a meaningful rereduction in greenhouse-gas emissions relative to an appropriate reference systemn.

  • low‑carbon cementitious material
  • low‑carbon binder
  • embodied carbon
  • supplementary cementitious material

Recycling and utilization of industrial and municipal waste in materials production •  Building and Construction •  Engineering •  Physical Sciences

References

  1. Ellis Gartner; Industrially interesting approaches to “low-CO2” cements. Cem. Concr. Res. 2004, 34, 1489-1498. [CrossRef]
  2. Karen L. Scrivener; Vanderley M. John; Ellis M. Gartner; Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry. Cem. Concr. Res. 2018, 114, 2-26. [CrossRef]
  3. J.S. Damtoft; J. Lukasik; D. Herfort; D. Sorrentino; E.M. Gartner; Sustainable development and climate change initiatives. Cem. Concr. Res. 2008, 38, 115-127. [CrossRef]
  4. Josefine A. Olsson; Sabbie A. Miller; Joshua D. Kneifel; A review of current practice for life cycle assessment of cement and concrete. Resour. Conserv. Recycl. 2024, 206, 107619. [CrossRef]
  5. Glenda Terán-Cuadrado; Furqan Tahir; Anissa Nurdiawati; Mohammed A. Almarshoud; Sami G. Al-Ghamdi; Current and potential materials for the low-carbon cement production: Life cycle assessment perspective. J. Build. Eng. 2024, 96, 110528. [CrossRef]
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