Carbonation behaviour of recycled aggregate concrete
Open accessIntegrity signals
Registry
Cites
Statistics
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
The strength enhancement induced by carbonated RCA is mainly due to reinforced interfacial transition zones between mortar and carbonated RCA.
“and (ii) reinforced interfacial transition zones between mortar and carbonated RCA [86,88,165,167,170].”
From An overview of utilizing CO2 for accelerated carbonation treatment in the concrete industry (2022) · cites this paper as [170]
The strength enhancement induced by carbonated RCA is mainly due to improved physical properties of RCA after carbonation (reduced porosity and increased strength).
“Mechanisms behind the strength enhancement induced by carbonated RCA are due mainly to (i) improved physical properties of RCA after carbonation (reduced porosity and increased strength)”
From An overview of utilizing CO2 for accelerated carbonation treatment in the concrete industry (2022) · cites this paper as [170]
The citation lists haven’t been fetched yet
References 73 · Cited by 385
- Authors
- Silva, R. V., Neves, R., de Brito, J., & Dhir, R. K.
- Affiliations
- University of Lisbon (PT)
- Universidade Politécnica de Setúbal (PT)
- University of Birmingham (GB)
- Venue
- Cement and Concrete Composites
- Publisher
- Elsevier BV
- Published
- 2015-09
- Volume
- 62
- Pages
- 22-32
- ISSN
- 0958-9465 (ISSN-L)
- OpenAlex
- W560713032
- Cited by
- 385
- References
- 73
- Citations by year
- 2026: 31 · 2025: 40 · 2024: 48 · 2023: 43 · 2022: 41 · 2021: 40 · 2020: 38 · 2019: 36 · 2018: 30 · 2017: 18 · 2016: 15 · 2015: 2 · 2014: 2
- FWCI
- 29.52
- Type
- journal article
- Language
- en
- Open access
- Licence
- Locations
- Cement and Concrete Composites (publishedVersion)
- University of Birmingham Research Portal (University of Birmingham) (submittedVersion, cc-by-nc-nd)
- Funders
- CERis-ICIST Research Institute
- IST
- University of Lisbon
- FCT
- Topics
- Physical Sciences › Engineering › Building and Construction › Recycled Aggregate Concrete Performance
- Physical Sciences › Engineering › Civil and Structural Engineering › Concrete Corrosion and Durability
- Physical Sciences › Engineering › Civil and Structural Engineering › Concrete and Cement Materials Research
- Keywords
- recycled aggregate concrete, carbonation, construction and demolition waste, carbonation depth, accelerated carbonation, aggregate size, curing conditions, chemical admixtures, compressive strength, reinforced concrete durability
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review