Search alternatives:
significantly linked » significantly longer (Expand Search), significantly altered (Expand Search), significantly higher (Expand Search)
slight decrease » slight increase (Expand Search)
linked decrease » marked decrease (Expand Search), linear decrease (Expand Search)
high decrease » high degree (Expand Search), high disease (Expand Search), weight decreased (Expand Search)
Showing 101 - 120 results of 7,918 for search '(( significantly ((high decrease) OR (slight decrease)) ) OR ( significantly linked decrease ))', query time: 0.72s Refine Results
  1. 101
    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:
  2. 102
    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:
  3. 103
    Performance index of mineral powder.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  4. 104
    Relevant parameters fitted by Bai model.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  5. 105
    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:
  6. 106
    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:
  7. 107
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  8. 108
    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:
  9. 109
    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:
  10. 110
    Noun abbreviations.

    Noun abbreviations. by YongHe Liu (20477123)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  11. 111
    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:
  12. 112
    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:
  13. 113
    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:
  14. 114
    (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:
  15. 115
    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:
  16. 116
    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:
  17. 117
    Fitting equation of material parameters <i>β</i><sub>1</sub> and <i>β</i><sub>2</sub> and compressive strength in Pei model.

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

    Published 2024
    Subjects:
    Save to List
    Saved in:
  18. 118
    Variation of RDEM of concrete under three curing conditions after F–T: (a) SC; (b) 5 °C curing; (c) −3 °C curing.

    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)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  19. 119
    Technical specifications of cement.

    Technical specifications of cement. by YongHe Liu (20477123)

    Published 2024
    Subjects:
    Save to List
    Saved in:
  20. 120
    Maximum IFN concentrations are decreased in severe patients.

    Maximum IFN concentrations are decreased in severe patients. by Sonia T. Gazeau (21512764)

    Published 2025
    Save to List
    Saved in:

Search Tools: