Relevant parameters fitted by Pei model. حسب YongHe Liu (20477123)

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Performance index of fly ash. حسب YongHe Liu (20477123)

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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... حسب YongHe Liu (20477123)

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

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

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

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BMI distribution of study population using World Health Organisation (WHO) categories. حسب 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. حسب YongHe Liu (20477123)

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

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Concrete mix proportions. حسب 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... حسب Epaminondas Markos Valsamis (8194083)

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Patient demographics by BMI missingness in the United Kingdom NJR data and Danish data. حسب 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. 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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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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