Physical Integrity and Chemical Evolution Mechanisms of Alkali-Activated Slag under Accelerated Sulfate Attack via Thermal Dissolution

Abstract To accurately evaluate the sulfate attack response of alkali-activated slag (AAS) given real service conditions involving density reduction because of drying shrinkage cracks, this study designed an accelerated sulfate attack scheme employing thermal dissolution. The AAS matrices were crushed into fine particles to simulate the internal exposure state postcracking, followed by immersion in a sodium sulfate solution maintained under constant thermostatic vapor heating. The impact of sulfate attack on the physical integrity of the AAS was quantified by periodically monitoring the particle meso-morphology, measuring the particle size distribution, and determining the crushing strength. Concurrently, multidimensional characterization of the time-dependent evolution of AAS mineral phases and chemical composition was performed using microanalytical techniques, including X-ray diffraction (XRD), differential thermogravimetry (DTG), Fourier transform infrared spectroscopy (FT-IR), and solid-state Si 29 nuclear magnetic resonance ( Si 29 NMR). The results demonstrate that AAS exhibits significantly superior physical integrity compared with ordinary Portland cement (OPC) throughout the entire attack period. The AAS particles maintained dense meso-morphology and their initial size range (1,000–2,000 μm), with no crack initiation or particle disintegration observed. The 90-day crushing strength reached 94.7 N, representing a 9.3% increase over the initial value. Within the AAS system, sulfates were primarily physically adsorbed onto the matrix surface as mirabilite, with only trace amounts of ettringite formed during the later attack stages and no significant formation of deleterious expansive products. Although partial reconstruction of aluminosilicate chains occurred in the C─(A)─S─H gel [evidenced by reduced Q 2 (1Al) peak intensity, increased full width at half maximum, and upfield shift in Si 29 NMR], densification of the silicate network was achieved via a reduction in the chain-terminal Q 1 species and an increase in the chain-middle Q 2 species, effectively preserving the three-dimensional structural integrity.

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Journal
Journal of Materials in Civil Engineering
Published
2026-10-09
DOI
https://doi.org/10.1061/jmcee7.mteng-23848
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Physical Integrity and Chemical Evolution Mechanisms of Alkali-Activated Slag under Accelerated Sulfate Attack via Thermal Dissolution

Guangmin Dai, Yongsheng Ji, Jie Zhang, Yangmei Zhou et al.
Journal of Materials in Civil Engineering
Concrete and Cement Materials Research
article

Physical Integrity and Chemical Evolution Mechanisms of Alkali-Activated Slag under Accelerated Sulfate Attack via Thermal Dissolution

Guangmin Dai, Yongsheng Ji, Jie Zhang, Yangmei Zhou, Furong Gao, Qi Xue
article en

Abstract

Abstract To accurately evaluate the sulfate attack response of alkali-activated slag (AAS) given real service conditions involving density reduction because of drying shrinkage cracks, this study designed an accelerated sulfate attack scheme employing thermal dissolution. The AAS matrices were crushed into fine particles to simulate the internal exposure state postcracking, followed by immersion in a sodium sulfate solution maintained under constant thermostatic vapor heating. The impact of sulfate attack on the physical integrity of the AAS was quantified by periodically monitoring the particle meso-morphology, measuring the particle size distribution, and determining the crushing strength. Concurrently, multidimensional characterization of the time-dependent evolution of AAS mineral phases and chemical composition was performed using microanalytical techniques, including X-ray diffraction (XRD), differential thermogravimetry (DTG), Fourier transform infrared spectroscopy (FT-IR), and solid-state Si 29 nuclear magnetic resonance ( Si 29 NMR). The results demonstrate that AAS exhibits significantly superior physical integrity compared with ordinary Portland cement (OPC) throughout the entire attack period. The AAS particles maintained dense meso-morphology and their initial size range (1,000–2,000 μm), with no crack initiation or particle disintegration observed. The 90-day crushing strength reached 94.7 N, representing a 9.3% increase over the initial value. Within the AAS system, sulfates were primarily physically adsorbed onto the matrix surface as mirabilite, with only trace amounts of ettringite formed during the later attack stages and no significant formation of deleterious expansive products. Although partial reconstruction of aluminosilicate chains occurred in the C─(A)─S─H gel [evidenced by reduced Q 2 (1Al) peak intensity, increased full width at half maximum, and upfield shift in Si 29 NMR], densification of the silicate network was achieved via a reduction in the chain-terminal Q 1 species and an increase in the chain-middle Q 2 species, effectively preserving the three-dimensional structural integrity.

Journal of Materials in Civil EngineeringVol. 39(1)
China University of Mining and Technology (CN), Jiangsu Vocational Institute of Architectural Technology (CN), Xuzhou College of Industrial Technology
Openalex Percentile: Top 17%
Concrete and Cement Materials Research
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