Effect of curing temperature freeze-thaw failure mechanism and damage model of equal-strength air-entrained concrete.

PLoS One · 2024 · PMC11671025 · PMID 39724217

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a decreasing trendno p-value reported

Moreover, the FRC exhibits an increasing and then a decreasing trend with increasing air content.

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an increasing trendno p-value reported

The figure indicates that the CSC exhibited an increasing trend and then plateaus with increasing curing age.

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