Clinical characteristics of the study population. حسب Sergio R. Thomaz (20308465)

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Designed mixing proportions of sawdust particles (SDPs) and sawdust wastewater (SDW) applied in alkali-activated solid waste-based materials. حسب Liang Li (46069)

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Schematic diagram of the flow work. حسب Liang Li (46069)

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Electrical conductivity of fresh samples with different alkali-treated durations of SDPs. حسب Liang Li (46069)

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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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SEM images of alkali-activated samples JW1 at a magnification of ×5000. حسب Liang Li (46069)

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SEM images of alkali-activated samples JW3 at a magnification of ×5000. حسب Liang Li (46069)

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Flexural strengths of alkali-activated composites with different SDW levels when cured for 28, 60, and 90 days. حسب Liang Li (46069)

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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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XRD patterns of alkali-activated samples (JW1 and JW3) and raw materials (SP, RM, and FA). حسب Liang Li (46069)

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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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SEM images of alkali-activated samples JW1 and JW3 at a magnification of ×1000. حسب Liang Li (46069)

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

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Density of alkali-activated composites with different SDW levels. حسب Liang Li (46069)

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Flexural strengths of alkali-activated composites cured for 28, 60, and 90 days. حسب Liang Li (46069)

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

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Compressive strengths of alkali-activated composites with different SDW levels when cured for 28, 60, and 90 days. حسب Liang Li (46069)

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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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