Laboratory–field assessment of concrete exposed to biogenic sulphuric acid: Influence of SCM-based binders on long-term degradation

Sulphuric acid-induced degradation, especially from biogenic sources, remains one of the most severe durability threats to reinforced concrete infrastructure. This study presents a comprehensive, long-term evaluation of the acid resistance of reinforced concrete incorporating fly ash (FA) and crystallising additives—two powdered commercial crystalline admixtures and one sodium silicate solution. A unique 950-day exposure campaign was conducted under both laboratory-controlled sulphuric acid conditions and real-field biogenic sulphate environments within an operating wastewater treatment plant. The evolution of mechanical properties, mass loss, neutralisation depth, and microstructural changes was quantified through compressive strength testing, image-based surface degradation mapping, SEM–EDX, XRD, and thermodynamic modelling using GEMS/Cemdata18. Results reveal that fly ash substantially reduced degradation rates and mass loss, with limited incremental gains from crystallising admixtures under chemical exposure. However, under biogenic conditions, admixture-containing mixes exhibited enhanced resistance. Thermodynamic simulations elucidated the chemical buffering mechanisms underpinning the durability trends, highlighting the role of portlandite depletion, gypsum saturation, and the stabilisation of hemicarbonate and hydrotalcite. The study provides a rare field-laboratory correlation of degradation mechanisms and proposes binder design principles for acid-resistant concretes. • 950-day sulphuric acid and field biogenic exposure of reinforced concrete mixtures. • Fly ash and crystalline admixtures improve acid resistance via phase stabilisation. • Thermodynamic modelling predicts binder-specific degradation and buffering mechanisms. • Laboratory tests correlate well with field degradation trends under biogenic conditions. • Binder design guidelines proposed for sulphuric acid-resistant wastewater infrastructure.

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Publication Details

Journal
Construction and Building Materials
Published
2025-08-22
DOI
https://doi.org/10.1016/j.conbuildmat.2025.143185
Citations
2
Primary Topic
Odor and Emission Control Technologies
Type
article
Field-Weighted Citation Impact
1.41

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article

Laboratory–field assessment of concrete exposed to biogenic sulphuric acid: Influence of SCM-based binders on long-term degradation

Marcelo Henrique Farias de Medeiros, Victor Marcelo Estolano de Lima, Diego Jesus De Souza, Jayson Pereira Godinho et al.
2 citations
Construction and Building Materials
Odor and Emission Control Technologies
1.41
article

Laboratory–field assessment of concrete exposed to biogenic sulphuric acid: Influence of SCM-based binders on long-term degradation

Marcelo Henrique Farias de Medeiros, Victor Marcelo Estolano de Lima, Diego Jesus De Souza, Jayson Pereira Godinho, A. Torre Neto
article en
2 citations

Abstract

Sulphuric acid-induced degradation, especially from biogenic sources, remains one of the most severe durability threats to reinforced concrete infrastructure. This study presents a comprehensive, long-term evaluation of the acid resistance of reinforced concrete incorporating fly ash (FA) and crystallising additives—two powdered commercial crystalline admixtures and one sodium silicate solution. A unique 950-day exposure campaign was conducted under both laboratory-controlled sulphuric acid conditions and real-field biogenic sulphate environments within an operating wastewater treatment plant. The evolution of mechanical properties, mass loss, neutralisation depth, and microstructural changes was quantified through compressive strength testing, image-based surface degradation mapping, SEM–EDX, XRD, and thermodynamic modelling using GEMS/Cemdata18. Results reveal that fly ash substantially reduced degradation rates and mass loss, with limited incremental gains from crystallising admixtures under chemical exposure. However, under biogenic conditions, admixture-containing mixes exhibited enhanced resistance. Thermodynamic simulations elucidated the chemical buffering mechanisms underpinning the durability trends, highlighting the role of portlandite depletion, gypsum saturation, and the stabilisation of hemicarbonate and hydrotalcite. The study provides a rare field-laboratory correlation of degradation mechanisms and proposes binder design principles for acid-resistant concretes. • 950-day sulphuric acid and field biogenic exposure of reinforced concrete mixtures. • Fly ash and crystalline admixtures improve acid resistance via phase stabilisation. • Thermodynamic modelling predicts binder-specific degradation and buffering mechanisms. • Laboratory tests correlate well with field degradation trends under biogenic conditions. • Binder design guidelines proposed for sulphuric acid-resistant wastewater infrastructure.

Construction and Building MaterialsVol. 493
Universidade Federal de Pernambuco (BR), Universidade Federal do Paraná (BR), Universidade de Pernambuco (BR), Technical University of Denmark (DK)
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Conselho Nacional de Desenvolvimento Científico e Tecnológico, Fundação Araucária
Life in Land
Openalex Percentile: Top 20%
Odor and Emission Control Technologies
1.41
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