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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Specimen <i>D</i> ranges at different allowable relative deviations (<i>w</i>₂, in %). حسب Hong Zhang (25820)

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Distribution of Hypertriglyceridemic Waist Phenotype, abdominal obesity, and high triglyceride by serum vitamin D Status. حسب Hyelim Lee (11286822)

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

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Histogram of the area factorψ. حسب Hong Zhang (25820)

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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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Statistical results for <i>I</i>_s, Δ<i>D</i>, and <i>α</i> after outlier removal. حسب Hong Zhang (25820)

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Point load strength apparatus: (a) before modification; (b) after modification. حسب Hong Zhang (25820)

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Schematic of calculation for the point load strength. حسب Hong Zhang (25820)

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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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Characteristics of Study Participants. حسب Hyelim Lee (11286822)

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Relationship between <i>D</i> on <i>I</i>_s at different weathering levels (R²: 0.82, 0.89, 0.93 for highly, moderately, and slightly). حسب Hong Zhang (25820)

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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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Statistical parameters from three calculation methods. حسب Hong Zhang (25820)

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Distribution of HWP by Criteria and Vitamin D Status (Two Groups). حسب Hyelim Lee (11286822)

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Histograms of <i>I</i>_s and Δ<i>D.</i> حسب Hong Zhang (25820)

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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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Dimensions and test results for compressive and tensile strength specimens. حسب Hong Zhang (25820)

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