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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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)... by YongHe Liu (20477123)

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Fitting equation of material parameters <i>β</i>₁ and <i>β</i>₂ and compressive strength in Pei model. by YongHe Liu (20477123)

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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. by YongHe Liu (20477123)

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Technical specifications of cement. by YongHe Liu (20477123)

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Raw data. by Camilla Albano (16446679)

“…Additionally, we show that a source of lipid-rich external factors provided by fetal bovine serum significantly increases HSV-1 infectivity. Specifically, HSV-1 infection enhanced CD36-mediated fatty acid uptake, especially in FASN-depleted cells, compensating for reduced lipogenesis. …”

Analysis of the circadian waveform of wild-type Drosophila at different temperatures using previously reported experimental data [59]. by Shingo Gibo (21762920)

HSV-1 infection modulates the fatty acid synthase. by Camilla Albano (16446679)

Parallel bonding model. by Qingwen Li (1510687)

“…As the coal gangue replacement rate increases, both the strength and elastic modulus of the specimens decrease. …”

Mechanical model of geogrid element. by Qingwen Li (1510687)

“…As the coal gangue replacement rate increases, both the strength and elastic modulus of the specimens decrease. …”

Test results of GFRP confined concrete specimens. by Qingwen Li (1510687)

“…As the coal gangue replacement rate increases, both the strength and elastic modulus of the specimens decrease. …”

Raw coal gangue and coal gangue aggregates. by Qingwen Li (1510687)

“…As the coal gangue replacement rate increases, both the strength and elastic modulus of the specimens decrease. …”

Linear contact model. by Qingwen Li (1510687)

“…As the coal gangue replacement rate increases, both the strength and elastic modulus of the specimens decrease. …”