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Showing 1,401 - 1,420 results of 5,491 for search 'significantly ((((lower decrease) OR (greater decrease))) OR (linear decrease))', query time: 0.63s Refine Results
  1. 1401
    This figure is the PRISMA used in synthesis of the systematic review.

    This figure is the PRISMA used in synthesis of the systematic review. by Aahan Arif (20189512)

    Published 2024
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  2. 1402
    This file includes a supplementary figure relevant to the main body of the manuscript.

    This file includes a supplementary figure relevant to the main body of the manuscript. by Aahan Arif (20189512)

    Published 2024
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  3. 1403
    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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  4. 1404
    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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  5. 1405
    This file includes a supplementary figure relevant to the main body of the manuscript.

    This file includes a supplementary figure relevant to the main body of the manuscript. by Aahan Arif (20189512)

    Published 2024
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  6. 1406
    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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  7. 1407
    Performance index of mineral powder.

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

    Published 2024
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  8. 1408
    Characteristics of included studies, mental health outcomes recorded, and study tools used.

    Characteristics of included studies, mental health outcomes recorded, and study tools used. by Aahan Arif (20189512)

    Published 2024
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  9. 1409
    Relevant parameters fitted by Bai model.

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

    Published 2024
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  10. 1410
    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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  11. 1411
    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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  12. 1412
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
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  13. 1413
    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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  14. 1414
    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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  15. 1415
    Noun abbreviations.

    Noun abbreviations. by YongHe Liu (20477123)

    Published 2024
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  16. 1416
    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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  17. 1417
    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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  18. 1418
    This file includes a supplementary figure relevant to the main body of the manuscript.

    This file includes a supplementary figure relevant to the main body of the manuscript. by Aahan Arif (20189512)

    Published 2024
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  19. 1419
    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. 1420
    This file includes a supplementary figure relevant to the main body of the manuscript.

    This file includes a supplementary figure relevant to the main body of the manuscript. by Aahan Arif (20189512)

    Published 2024
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