Deficiency of <i>Irg1</i> decreased lung neutrophils in mice during <i>M</i>. <i>pneumoniae</i> infection. by Cui Wang (141700)

Table 1_Febuxostat may decrease the incidence of COVID-19 infection among patients with gout: a retrospective cohort study.docx by Weijie Wang (247184)

The requirement of LytA-associated proteins for linking decreased NAM <i>O-</i>acetylation with the orientations of <i>hsdS</i> inversions. by Xiu-Yuan Li (3328056)

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

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Performance index of fly ash. by 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... 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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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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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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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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