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Abstract:
Durability of alkali-activated slag cement (AAS) against combined freeze-thaw and sulfate attack was studied in this paper. AAS which is activated by CaO-Na2CO3 activators (CNS) was used to prepare mortar with the strength of 35 MPa (CNS35) and 50 MPa (CNS50) respectively and ordinary Portland cement was used to prepare mortar with the strength of 35 MPa (PC35) as a comparison. The rapid freeze-thaw test was performed to investigate the extent of deterioration in CNS and PC mortar exposed to freeze-thaw cycles in various media, including clear water and sodium sulfate solution. The relative dynamic modulus, microhardness, pore structure evolution, microstructure, and hydration products were analyzed using experimental and microscopic tests. The results show that the durability of CNS mortar under water freeze-thaw and sulfate freeze-thaw cycles is higher than that of PC mortar. The CNS hydration product is a low Ca/Si ratio C-A-S-H gel, hydrotalcite, hydrotalcite-like, calcium carbonate, and no calcium hydroxide. While the PC mortar hydration product is a high Ca/Si ratio C-S-H(II) gel and calcium hydroxide. The hydration product of CNS mortar was denser than that of PC mortar and had no obvious interfacial transition zone. Furthermore, sodium sulfate does not destroy the hydration product structure of CNS mortar, in contrast, it has a certain excitation effect. However, sodium sulfate reacts with the hydration product of PC mortar forming ettringite to destroy its internal structure. © 2025 Elsevier Ltd
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Journal of Building Engineering
Year: 2025
Volume: 111
6 . 7 0 0
JCR@2023
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 4
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