Durability performance of iron ore tailings sand cast-in-situ concrete subjected to internal-external combined sulfate-magnesium attack

The degradation mechanism of cast-in-situ concrete using iron ore tailings (IOT) to replace river sand in complex sulfate and magnesium combined environments was investigated. Internal corrosion was also considered in this study. Specimens with river sand replaced by IOT were prepared and immersed in different corrosion solutions. Physical properties such as size and mass changes were recorded during immersion. Mechanical properties were investigated using compressive strength, flexural strength tests. Porosity of specimens were tested by NMR at different corrosion stages. Microstructure and mineral changes were analyzed by SEM, XRD and TG tests. Furthermore, the comprehensive economic benefits were quantified by comparing the carbon emissions of IOT at different replacement rates. Results demonstrate that in concrete immersed in sulfate- and magnesium-rich environments, Mg 2 + significantly retards SO 4 2- diffusion. Microstructural characterization reveals that the pre-incorporated Mg 2+ promotes the precipitation of magnesium-based corrosion products, which accumulate within the pore network, thereby impeding sulfate transport and mitigating corrosion rates. Regarding the effect of IOT replacement, at a 25 % replacement rate, the optimized aggregate gradation and enhanced pore-filling capacity contributed to a maximum reduction of 74.49 % in pore volume compared to its initial state prior to corrosion. Under identical corrosive conditions, this optimization results in a maximum increase of 12.89 % in compressive strength and 22.22 % in flexural strength compared to concrete without IOT. This study identifies 25 % as the optimal IOT replacement rate under combined sulfate-magnesium attack and provides new insights into the durability evolution mechanisms of concrete under combined internal-external corrosion conditions. • Replacing river sand with iron ore tailings reflects the effective reuse of tailings resources. • Multi-factor analysis examined the effects of iron ore tailings content and corrosion environment on mechanical properties. • The practical application value of the research findings is emphasized across various corrosive environments. • SEM-EDS, XRD, TG/DTG and NMR were used to reveal the microstructure and properties of concrete.

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Publication Details

Journal
Construction and Building Materials
Published
2026-02-19
DOI
https://doi.org/10.1016/j.conbuildmat.2026.145653
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
38.73
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article

Durability performance of iron ore tailings sand cast-in-situ concrete subjected to internal-external combined sulfate-magnesium attack

Gaowen Zhao, Kaixuan Yang, Zhilong Chen, Jianfeng Zhu et al.
2 citations
Construction and Building Materials
Concrete and Cement Materials Research
38.73
article

Durability performance of iron ore tailings sand cast-in-situ concrete subjected to internal-external combined sulfate-magnesium attack

Gaowen Zhao, Kaixuan Yang, Zhilong Chen, Jianfeng Zhu, Liangliang Bao, Zhi Zhang, Feng Wei
article en
2 citations

Abstract

The degradation mechanism of cast-in-situ concrete using iron ore tailings (IOT) to replace river sand in complex sulfate and magnesium combined environments was investigated. Internal corrosion was also considered in this study. Specimens with river sand replaced by IOT were prepared and immersed in different corrosion solutions. Physical properties such as size and mass changes were recorded during immersion. Mechanical properties were investigated using compressive strength, flexural strength tests. Porosity of specimens were tested by NMR at different corrosion stages. Microstructure and mineral changes were analyzed by SEM, XRD and TG tests. Furthermore, the comprehensive economic benefits were quantified by comparing the carbon emissions of IOT at different replacement rates. Results demonstrate that in concrete immersed in sulfate- and magnesium-rich environments, Mg 2 + significantly retards SO 4 2- diffusion. Microstructural characterization reveals that the pre-incorporated Mg 2+ promotes the precipitation of magnesium-based corrosion products, which accumulate within the pore network, thereby impeding sulfate transport and mitigating corrosion rates. Regarding the effect of IOT replacement, at a 25 % replacement rate, the optimized aggregate gradation and enhanced pore-filling capacity contributed to a maximum reduction of 74.49 % in pore volume compared to its initial state prior to corrosion. Under identical corrosive conditions, this optimization results in a maximum increase of 12.89 % in compressive strength and 22.22 % in flexural strength compared to concrete without IOT. This study identifies 25 % as the optimal IOT replacement rate under combined sulfate-magnesium attack and provides new insights into the durability evolution mechanisms of concrete under combined internal-external corrosion conditions. • Replacing river sand with iron ore tailings reflects the effective reuse of tailings resources. • Multi-factor analysis examined the effects of iron ore tailings content and corrosion environment on mechanical properties. • The practical application value of the research findings is emphasized across various corrosive environments. • SEM-EDS, XRD, TG/DTG and NMR were used to reveal the microstructure and properties of concrete.

Construction and Building MaterialsVol. 515
Chang'an University (CN), China Railway Group (China) (CN), Yulin University (CN)
Openalex Percentile: Top 0%
Concrete and Cement Materials Research
38.73
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