Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under −3 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... by YongHe Liu (20477123)

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

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Association of BMI with primary and secondary outcomes after adjusting for age, sex, index of multiple deprivation (for the United Kingdom data), primary surgical indication and Am... by Epaminondas Markos Valsamis (8194083)

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Variation of T₂ spectrum of 0.38 water–binder ratio of concrete during F–T process under 5 °C curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c) Air... by YongHe Liu (20477123)

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Performance index of mineral powder. by YongHe Liu (20477123)

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Relevant parameters fitted by Bai model. by YongHe Liu (20477123)

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BMI distribution of study population using World Health Organisation (WHO) categories. by Epaminondas Markos Valsamis (8194083)

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

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Relationship between <i>β</i>₁ and <i>β</i>₂ and compressive strength. by YongHe Liu (20477123)

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Concrete mix proportions. by YongHe Liu (20477123)

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Association of BMI with primary and secondary outcomes after adjusting for age, sex, index of multiple deprivation (for the United Kingdom data), primary surgical indication and Am... by Epaminondas Markos Valsamis (8194083)

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Patient demographics by BMI missingness in the United Kingdom NJR data and Danish data. by Epaminondas Markos Valsamis (8194083)

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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. by YongHe Liu (20477123)

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

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Noun abbreviations. by YongHe Liu (20477123)

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

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

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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. by YongHe Liu (20477123)

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

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

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