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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Total energy and elastic strain energy under different conditions. حسب Yongsheng Liu (142720)

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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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Mass loss rate of marble under different chemical environments and dry-wet cycle conditions. حسب Yongsheng Liu (142720)

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Cardiovascular-kidney-metabolic syndrome-related Age-Adjusted Mortality Rates per 1,000,000, Stratified by age groups in Adults in the United States, 1999 to 2020. حسب Aman Goyal (19231397)

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Stress-strain curves. حسب Yongsheng Liu (142720)

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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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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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Dissipated energy ratio. حسب Yongsheng Liu (142720)

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Mass damage rate under different pH values and dry-wet cycles. حسب Yongsheng Liu (142720)

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Concrete mix proportions. حسب YongHe Liu (20477123)

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Patterns of energy changes in marble samples and their stress-strain curves under dry-wet cycles. حسب Yongsheng Liu (142720)

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Cardiovascular-kidney-metabolic syndrome-related Age-Adjusted Mortality Rates per 1,000,000 in Adults in the Metropolitan and Non-metropolitan areas in the United States, 1999 to 2... حسب Aman Goyal (19231397)

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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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