Concrete mix proportions. حسب YongHe Liu (20477123)

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Variation of CSC with curing age under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. حسب YongHe Liu (20477123)

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Porosity changes in concrete after F–T under three curing conditions. حسب YongHe Liu (20477123)

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Noun abbreviations. حسب YongHe Liu (20477123)

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Particle distribution curve: (a) Fine sand; (b) Coarse sand. حسب YongHe Liu (20477123)

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Curing method of concrete: (a) standard curing environment; (b) 5 °C curing and −3 °C curing environments. حسب YongHe Liu (20477123)

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This file includes a supplementary figure relevant to the main body of the manuscript. حسب Aahan Arif (20189512)

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NMR aperture distribution of samples before and after 100 FTCs under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. حسب YongHe Liu (20477123)

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This file includes a supplementary figure relevant to the main body of the manuscript. حسب Aahan Arif (20189512)

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(a) Electro-hydraulic servo pressure testing machine; (b) Concrete freeze-thaw cycle testing machine. حسب YongHe Liu (20477123)

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The association of cybervictimization with mental health outcomes. حسب Aahan Arif (20189512)

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Relationship curves fitted by Bai model: (a) standard curing; (b) 5 °C curing; (c) −3 °C. حسب YongHe Liu (20477123)

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This file includes a supplementary figure relevant to the main body of the manuscript. حسب Aahan Arif (20189512)

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This file includes a supplementary figure relevant to the main body of the manuscript. حسب Aahan Arif (20189512)

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Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under standard curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c)... حسب YongHe Liu (20477123)

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This file includes a supplementary figure relevant to the main body of the manuscript. حسب Aahan Arif (20189512)

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This file includes the data availability tables that are relevant to data curation in the systematic review. حسب Aahan Arif (20189512)

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Fitting equation of material parameters <i>β</i>₁ and <i>β</i>₂ and compressive strength in Pei model. حسب YongHe Liu (20477123)

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Variation of RDEM of concrete under three curing conditions after F–T: (a) SC; (b) 5 °C curing; (c) −3 °C curing. حسب YongHe Liu (20477123)

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Technical specifications of cement. حسب YongHe Liu (20477123)

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