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Showing 81 - 100 results of 36,385 for search '(( significantly lower decrease ) OR ( significantly ((high decrease) OR (slight decrease)) ))', query time: 0.22s Refine Results
  1. 81
    Clustering validation metrics for fertility rates in the age groups of 10 to 14 years and 15 to 19 years. Brazil, 2018-2019 and 2020-2021.

    Clustering validation metrics for fertility rates in the age groups of 10 to 14 years and 15 to 19 years. Brazil, 2018-2019 and 2020-2021. by Rosa Maria Soares Madeira Domingues (2795005)

    Published 2025
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  2. 82
    Distribution of groups of municipalities formed by municipalities with similar fertility rate of women aged 15 to 19 years in the pre-pandemic period (on the left) and in the pandemic period (on the right).

    Distribution of groups of municipalities formed by municipalities with similar fertility rate of women aged 15 to 19 years in the pre-pandemic period (on the left) and in the pande... by Rosa Maria Soares Madeira Domingues (2795005)

    Published 2025
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  3. 83
    Distribution of groups of municipalities formed by municipalities with similar fertility rate of women aged 10 to 14 years in the pre-pandemic period (on the left) and in the pandemic period (on the right).

    Distribution of groups of municipalities formed by municipalities with similar fertility rate of women aged 10 to 14 years in the pre-pandemic period (on the left) and in the pande... by Rosa Maria Soares Madeira Domingues (2795005)

    Published 2025
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  4. 84
    Relevant parameters fitted by Pei model.

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

    Published 2024
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  5. 85
    Performance index of fly ash.

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

    Published 2024
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  6. 86
    Variation of T<sub>2</sub> 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 content = 6.4%; (d) Air content = 9.6%.

    Variation of T<sub>2</sub> 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)

    Published 2024
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  7. 87
    Relationship curves fitted by Pei model: (a) standard curing; (b) 5 °C curing; (c) −3 °C.

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

    Published 2024
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  8. 88
    Variation of T<sub>2</sub> 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 content = 6.4%; (d) Air content = 9.6%.

    Variation of T<sub>2</sub> 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)

    Published 2024
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  9. 89
    Performance index of mineral powder.

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

    Published 2024
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  10. 90
    Relevant parameters fitted by Bai model.

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

    Published 2024
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  11. 91
    Variation of MLR of concrete under three curing conditions after F–T: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing.

    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)

    Published 2024
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  12. 92
    Relationship between <i>β</i><sub>1</sub> and <i>β</i><sub>2</sub> and compressive strength.

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

    Published 2024
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  13. 93
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
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  14. 94
    Variation of CSC with curing age under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing.

    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)

    Published 2024
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  15. 95
    Porosity changes in concrete after F–T under three curing conditions.

    Porosity changes in concrete after F–T under three curing conditions. by YongHe Liu (20477123)

    Published 2024
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  16. 96
    Noun abbreviations.

    Noun abbreviations. by YongHe Liu (20477123)

    Published 2024
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  17. 97
    Particle distribution curve: (a) Fine sand; (b) Coarse sand.

    Particle distribution curve: (a) Fine sand; (b) Coarse sand. by YongHe Liu (20477123)

    Published 2024
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  18. 98
    Curing method of concrete: (a) standard curing environment; (b) 5 °C curing and −3 °C curing environments.

    Curing method of concrete: (a) standard curing environment; (b) 5 °C curing and −3 °C curing environments. by YongHe Liu (20477123)

    Published 2024
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  19. 99
    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.

    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)

    Published 2024
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  20. 100
    (a) Electro-hydraulic servo pressure testing machine; (b) Concrete freeze-thaw cycle testing machine.

    (a) Electro-hydraulic servo pressure testing machine; (b) Concrete freeze-thaw cycle testing machine. by YongHe Liu (20477123)

    Published 2024
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