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Enhancing the physical performance of concrete containing construction and demolition waste against the effects of accelerated carbonation and chloride ingression

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Abstract

The proper management of construction and demolition waste (CDW) from the construction industry is an issue that has gained relevance over the last years and, in this context, research on the potential of using CDW in concrete construction has stood out. This work analysed the durability of concrete with CDW when exposed to aggressive agents. Prismatic and cylindrical samples were prepared using four mixtures: one reference (R) and three with 15%, 25%, and 50% of CDW, respectively. The experimental campaign included the measurement of the corrosion potential, compressive strength, water absorption by capillarity and immersion, and X-ray diffraction test. The results showed that the mixture with 50% CDW presented 16% higher compressive strength than the reference concrete. The mixtures with 25% and 50% CDW presented better results in the corrosion potential tests by the penetration of chloride ions. The results of the acceleration test of CO2, at the end of 28 days of exposure, showed that only the mixture with 50% CDW presented higher electronegative corrosion potential, -369.74 mV, and 9 mm of carbonation depth.

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Acknowledgements

The authors are grateful to the University of Pernambuco, the Catholic University of Pernambuco, and Federal University of Pernambuco for their support. The authors are also grateful for the financial support of the Brazilian Agencies: FACEPE, CAPES and CNPq. Also, this work was supported by: Base Funding—UIDB/04708/2020 and Programmatic Funding—UIDP/04708/2020 of the CONSTRUCT—Instituto de I&D em Estruturas e Construções—funded by national funds through the FCT/MCTES (PIDDAC) and by FCT – Fundação para a Ciência e a Tecnologia through the individual Scientific Employment Stimulus 2020.00828.CEECIND.

Funding

The authors have not disclosed any funding.

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Authors and Affiliations

  1. Civil Engineering Department, Federal University of Santa Catarina, Florianópolis, Brazil

    T. M. Silva

  2. Civil and Environmental Engineering Department, Federal University of Pernambuco, Recife, Pernambuco, Brazil

    C. F. G. Nascimento, K. P. B. A. Lima, I. V. Fernandes, M. C. B. M. Oliveira & A. A. Melo Neto

  3. Civil Engineering Department, University of Pernambuco, Recife, Pernambuco, Brazil

    I. A. R. Teixeira & E. C. B. Monteiro

  4. Civil Engineering Department, Catholic University of Pernambuco, Recife, Pernambuco, Brazil

    E. C. B. Monteiro

  5. Department of Civil Engineering, CONSTRUCT-LFC, University of Porto, Porto, Portugal

    J. M. P. Q. Delgado

Authors
  1. T. M. Silva
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  2. C. F. G. Nascimento
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  3. I. A. R. Teixeira
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  4. K. P. B. A. Lima
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  5. I. V. Fernandes
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  6. M. C. B. M. Oliveira
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  7. E. C. B. Monteiro
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  8. A. A. Melo Neto
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  9. J. M. P. Q. Delgado
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Contributions

Conception and design of study: T. M. Silva, C.F.G. Nascimento and E.C.B. Monteiro.

Acquisition of data: T. M. Silva, C.F.G. Nascimento and I.A.R. Teixeira.

Analysis and/or interpretation of data: T. M. Silva, C.F.G. Nascimento and A.A.M. Neto.

Drafting the manuscript: C.F.G. Nascimento, K.P.B.A Lima, I.V. Fernandes and J.M.P.Q. Delgado.

Revising the manuscript critically for important intellectual content: C.F.G. Nascimento, M.C.B.M. Oliveira, E.C.B. Monteiro and J.M.P.Q. Delgado.

Approval of the version of the manuscript to be published: T.M. Silva, C.F.G. Nascimento, I.A.R. Teixeira, K.P.B.A. Lima, I.V. Fernandes, M.C.B.M, Oliveira, E.C.B. Monteiro, A.A. Melo Neto and J.M.P.Q. Delgado.

Corresponding author

Correspondence to C. F. G. Nascimento.

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Silva, T.M., Nascimento, C.F.G., Teixeira, I.A.R. et al. Enhancing the physical performance of concrete containing construction and demolition waste against the effects of accelerated carbonation and chloride ingression. J Build Rehabil 9, 84 (2024). https://doi.org/10.1007/s41024-024-00417-3

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  • DOI: https://doi.org/10.1007/s41024-024-00417-3

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