Alkali threshold level in concrete to trigger the alkali-silica reaction at simulated road pavement environments with alkali supply

To minimize the potential risk of concrete damage due to alkali-silica reaction (ASR) when using ordinary Portland cement in concrete mixtures, the alkali threshold level must be established for specific aggregate combinations. Since deicing salts used in the winter maintenance of highway structures can serve as an external source of alkalis, their impact on alkali threshold determination should be evaluated. An experimental investigation was conducted on concrete specimens subjected to a 60°C performance test, both with and without an external alkali supply. Concrete mixtures were prepared using Portland cements with alkali contents ranging from 0.45 % to 1.2 % Na 2 O eq . Mineral aggregates consisted of blends of potentially reactive coarse granite and natural siliceous sand, characterized by varying degrees of reactivity. The development of concrete expansion over time and associated changes in its dynamic elastic modulus, as well as the characteristics of ASR products in concrete is reported. The chemical reactivity index was determined based on the concentrations of Si, Ca, and Al in test suspensions containing aggregate, CaO, and NaOH. At simulated pavement environmental conditions variations in temperature and relative humidity in concrete were monitored. The effects of exposure conditions on expansion behavior and the composition of ASR products are discussed. The alkali threshold levels derived for such different exposure conditions are compared and analyzed in relation to the varying potential reactivity of fine aggregates. • Alkaline reactivity of blends of coarse granite aggregate and natural sands was investigated. • Alkali threshold level is reduced under simulated pavement environments with alkali supply. • Potential reactivity of sand promotes the alkali threshold reduction at simulated pavement environments. • (Na+K)/Si of reaction products not influenced by environmental exposure conditions.

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Publication Details

Journal
Construction and Building Materials
Published
2025-06-06
DOI
https://doi.org/10.1016/j.conbuildmat.2025.142023
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

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article

Alkali threshold level in concrete to trigger the alkali-silica reaction at simulated road pavement environments with alkali supply

Paweł Lisowski, Kinga Dziedzic, Michał A. Glinicki, Mariusz Dąbrowski et al.
3 links
Construction and Building Materials
Concrete and Cement Materials Research
article

Alkali threshold level in concrete to trigger the alkali-silica reaction at simulated road pavement environments with alkali supply

Paweł Lisowski, Kinga Dziedzic, Michał A. Glinicki, Mariusz Dąbrowski, Aneta Brachaczek
article en

Abstract

To minimize the potential risk of concrete damage due to alkali-silica reaction (ASR) when using ordinary Portland cement in concrete mixtures, the alkali threshold level must be established for specific aggregate combinations. Since deicing salts used in the winter maintenance of highway structures can serve as an external source of alkalis, their impact on alkali threshold determination should be evaluated. An experimental investigation was conducted on concrete specimens subjected to a 60°C performance test, both with and without an external alkali supply. Concrete mixtures were prepared using Portland cements with alkali contents ranging from 0.45 % to 1.2 % Na 2 O eq . Mineral aggregates consisted of blends of potentially reactive coarse granite and natural siliceous sand, characterized by varying degrees of reactivity. The development of concrete expansion over time and associated changes in its dynamic elastic modulus, as well as the characteristics of ASR products in concrete is reported. The chemical reactivity index was determined based on the concentrations of Si, Ca, and Al in test suspensions containing aggregate, CaO, and NaOH. At simulated pavement environmental conditions variations in temperature and relative humidity in concrete were monitored. The effects of exposure conditions on expansion behavior and the composition of ASR products are discussed. The alkali threshold levels derived for such different exposure conditions are compared and analyzed in relation to the varying potential reactivity of fine aggregates. • Alkaline reactivity of blends of coarse granite aggregate and natural sands was investigated. • Alkali threshold level is reduced under simulated pavement environments with alkali supply. • Potential reactivity of sand promotes the alkali threshold reduction at simulated pavement environments. • (Na+K)/Si of reaction products not influenced by environmental exposure conditions.

Construction and Building MaterialsVol. 487
Institute of Fundamental Technological Research (PL)
Narodowe Centrum Nauki
Sustainable cities and communities
Openalex Percentile: Top 87%
Concrete and Cement Materials Research
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