Search alternatives:
increase decrease » increased release (Expand Search), increased crash (Expand Search)
greater decrease » greatest decrease (Expand Search), greater increase (Expand Search), greater disease (Expand Search)
lower decrease » larger decrease (Expand Search), linear decrease (Expand Search), teer decrease (Expand Search)
Showing 621 - 640 results of 14,486 for search '(( significant increase decrease ) OR ( significantly ((lower decrease) OR (greater decrease)) ))', query time: 0.72s Refine Results
  1. 621
    Comparison of questionnaire scores among genotypes for the significant associations.

    Comparison of questionnaire scores among genotypes for the significant associations. by Dai Nogimura (21445649)

    Published 2025
    Subjects:
    Save to List
    Saved in:
  2. 622
    Relevant parameters fitted by Pei model.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  3. 623
    Performance index of fly ash.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  4. 624
    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
    Subjects:
    Save to List
    Saved in:
  5. 625
    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
    Subjects:
    Save to List
    Saved in:
  6. 626
    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
    Subjects:
    Save to List
    Saved in:
  7. 627
    Performance index of mineral powder.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  8. 628
    Relevant parameters fitted by Bai model.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  9. 629
    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
    Subjects:
    Save to List
    Saved in:
  10. 630
    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
    Subjects:
    Save to List
    Saved in:
  11. 631
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  12. 632
    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
    Subjects:
    Save to List
    Saved in:
  13. 633
    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
    Subjects:
    Save to List
    Saved in:
  14. 634
    Noun abbreviations.

    Noun abbreviations. by YongHe Liu (20477123)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  15. 635
    Particle distribution curve: (a) Fine sand; (b) Coarse sand.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  16. 636
    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
    Subjects:
    Save to List
    Saved in:
  17. 637
    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
    Subjects:
    Save to List
    Saved in:
  18. 638
    (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
    Subjects:
    Save to List
    Saved in:
  19. 639
    Relationship curves fitted by Bai model: (a) standard curing; (b) 5 °C curing; (c) −3 °C.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  20. 640
    Variation of T<sub>2</sub> 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) 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 standard curing conditions: (a) Air content = 1.5%; (b) Air content = 3.6%; (c)... by YongHe Liu (20477123)

    Published 2024
    Subjects:
    Save to List
    Saved in:

Search Tools: