Effects of w/b Ratio on Sodium Sulfate Crystallization Damage and Degradation Mechanisms in Semi-Immersed Alkali-Activated Slag Mortar

This study investigates the long-term durability and crystallization-induced degradation mechanisms of alkali-activated slag (AAS) mortars with varying water-to-binder ratios (w/b, 0.4, 0.45, 0.5) under semi-immersion in 5 wt.% sodium sulfate solution. Through 360 d of exposure, the evolution of physical-mechanical properties (mass change, open porosity, compressive/flexural strength) and ion migration patterns (SO<sub>4</sub><sup>2-</sup>, Na<sup>+</sup>, Ca<sup>2+</sup>) were analyzed to unravel the interplay between pore structure, ion transport, and crystallization-induced deterioration. Results demonstrated that higher w/b ratios exacerbated surface crystallization and spalling due to accelerated ion transport and pore coarsening. Early-stage strength gains (up to 25.15% at 120-180 d) stemmed from pore refinement via sulfate deposition and continued slag hydration. However, prolonged exposure triggered microstructural degradation, with open porosity increasing by 58.9% and strength declining by 30.6% at 360 d for a w/b of 0.5 compared to a w/b of 0.4. This was driven by crystallization pressure and the decalcification of hydration products. Ion migration analysis revealed SO<sub>4</sub><sup>2-</sup> enrichment in evaporation area and outward Na<sup>+</sup> diffusion, establishing supersaturation gradients that aligned with crystallization damage progression. These findings provide critical insights for optimizing AAS mortar formulations to mitigate sulfate crystallization risks in semi-immersed environments.

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Journal
Materials
Published
2025-06-24
DOI
https://doi.org/10.3390/ma18132988
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.00

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article

Effects of w/b Ratio on Sodium Sulfate Crystallization Damage and Degradation Mechanisms in Semi-Immersed Alkali-Activated Slag Mortar

Zhenwei Zhou, Lin Yu, Yuetao Qiu, Jianxiong Ye et al.
Materials
Concrete and Cement Materials Research
article

Effects of w/b Ratio on Sodium Sulfate Crystallization Damage and Degradation Mechanisms in Semi-Immersed Alkali-Activated Slag Mortar

Zhenwei Zhou, Lin Yu, Yuetao Qiu, Jianxiong Ye, Peng Liu, Changhui Yang, Kunpeng Yin
article en

Abstract

This study investigates the long-term durability and crystallization-induced degradation mechanisms of alkali-activated slag (AAS) mortars with varying water-to-binder ratios (w/b, 0.4, 0.45, 0.5) under semi-immersion in 5 wt.% sodium sulfate solution. Through 360 d of exposure, the evolution of physical-mechanical properties (mass change, open porosity, compressive/flexural strength) and ion migration patterns (SO<sub>4</sub><sup>2-</sup>, Na<sup>+</sup>, Ca<sup>2+</sup>) were analyzed to unravel the interplay between pore structure, ion transport, and crystallization-induced deterioration. Results demonstrated that higher w/b ratios exacerbated surface crystallization and spalling due to accelerated ion transport and pore coarsening. Early-stage strength gains (up to 25.15% at 120-180 d) stemmed from pore refinement via sulfate deposition and continued slag hydration. However, prolonged exposure triggered microstructural degradation, with open porosity increasing by 58.9% and strength declining by 30.6% at 360 d for a w/b of 0.5 compared to a w/b of 0.4. This was driven by crystallization pressure and the decalcification of hydration products. Ion migration analysis revealed SO<sub>4</sub><sup>2-</sup> enrichment in evaporation area and outward Na<sup>+</sup> diffusion, establishing supersaturation gradients that aligned with crystallization damage progression. These findings provide critical insights for optimizing AAS mortar formulations to mitigate sulfate crystallization risks in semi-immersed environments.

MaterialsVol. 18(13)
Chongqing University (CN), China Communications Construction Company (China) (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 85%
Concrete and Cement Materials Research
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