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significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
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nn decrease » _ decrease (Expand Search), a decrease (Expand Search), mean decrease (Expand Search)
Showing 2,501 - 2,520 results of 13,266 for search '(( significantly increased decrease ) OR ( significantly ((nn decrease) OR (greater decrease)) ))', query time: 0.49s Refine Results
  1. 2501
    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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  2. 2502
    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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  3. 2503
    Performance index of mineral powder.

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

    Published 2024
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  4. 2504
    Relevant parameters fitted by Bai model.

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

    Published 2024
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  5. 2505
    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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  6. 2506
    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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  7. 2507
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
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  8. 2508
    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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  9. 2509
    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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  10. 2510
    Noun abbreviations.

    Noun abbreviations. by YongHe Liu (20477123)

    Published 2024
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  11. 2511
    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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  12. 2512
    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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  13. 2513
    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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  14. 2514
    (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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  15. 2515
    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
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  16. 2516
    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
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  17. 2517
    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
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  18. 2518
    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
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  19. 2519
    Technical specifications of cement.

    Technical specifications of cement. by YongHe Liu (20477123)

    Published 2024
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  20. 2520
    Bluetooth beacons with colour coded lanyards.

    Bluetooth beacons with colour coded lanyards. by J Mark Ansermino (13958512)

    Published 2025
    “…During the baseline period, the time to antimicrobials decreased significantly in Kenya (132 and 58 minutes) at control and intervention sites. …”
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