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May 29, 2026Case Studies in Construction Materials0 citationsOpen Access

Moisture transport in unsaturated cementitious materials under varying initial saturation and sodium sulfate concentrations

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YWYong WenJQJunyi QuXSXiaoyan Sun

Key Points

  • This research aims to understand moisture transport in unsaturated cementitious materials influenced by initial saturation and sodium sulfate.
  • Conducted experiments with varying initial saturation levels (20–80%) and sodium sulfate concentrations (0–10%)
  • Performed adsorption-desorption tests, mercury intrusion porosimetry, and capillary water absorption tests
  • Used numerical modeling to evaluate the effects on pore structure and capillary transport.
  • Higher water-cement ratio improves equilibrium saturation due to better pore connectivity.
  • Lower initial saturation increases capillary water absorption coefficient and transport path length.
  • Low sulfate concentrations (2.5–5%) enhance moisture transport, while high concentrations (>7.5%) block pore pathways.

Abstract

Moisture transport in unsaturated cementitious materials exposed to different initial saturation levels (20–80%) and sodium sulfate concentrations (0–10%) was investigated through experiments and numerical modelling.The effects of water-cement ratio (w/c), initial saturation,and sulfate attack on pore structure and capillary water absorption were evaluated by adsorption-desorption tests,mercury intrusion porosimetry (MIP),capillary water absorption tests,and numerical simulation. The results show that pore structure governs moisture transport behavior.A higher w/c leads to higher equilibrium saturation because of improved pore connectivity, whereas lower initial saturation results in a higher capillary water absorption coefficient and a longer unsaturated transport path. Sulfate attack exhibits a clear concentration-dependent effect:low sulfate concentrations (2.5–5%) enhance moisture transport by locally improving pore connectivity,while high concentrations (>7.5%) inhibit transport because excessive reaction products block pores.Findings from this study offer a theoretical foundation for cementitious material durability design and life prediction in sulfate-enriched settings.

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Cite This Study

Wen et al. (2026) studied this question.

synapsesocial.com/papers/6a192cd5fab5b468c44159adhttps://doi.org/10.1016/j.cscm.2026.e06181
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