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significantly increased » significant increase (Expand Search)
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Showing 2,261 - 2,280 results of 12,928 for search '(( significant ((step decrease) OR (teer decrease)) ) OR ( significantly increased decrease ))', query time: 0.55s Refine Results
  1. 2261
    Performance index of fly ash.

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

    Published 2024
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  2. 2262
    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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  3. 2263
    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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  4. 2264
    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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  5. 2265
    Performance index of mineral powder.

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

    Published 2024
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  6. 2266
    Relevant parameters fitted by Bai model.

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

    Published 2024
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  7. 2267
    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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  8. 2268
    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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  9. 2269
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
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  10. 2270
    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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  11. 2271
    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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  12. 2272
    Noun abbreviations.

    Noun abbreviations. by YongHe Liu (20477123)

    Published 2024
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  13. 2273
    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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  14. 2274
    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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  15. 2275
    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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  16. 2276
    (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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  17. 2277
    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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  18. 2278
    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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  19. 2279
    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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  20. 2280
    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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