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Showing 2,361 - 2,380 results of 12,723 for search '(( significantly increased decrease ) OR ( significant increase decrease ))', query time: 0.48s Refine Results
  1. 2361
    Particle size distribution curve.

    Particle size distribution curve. by Quan Shen (37564)

    Published 2025
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  2. 2362
    Comparison of serum vitamin D and calcium levels in patients with stable and unstable intertrochanteric fractures included in this study.

    Comparison of serum vitamin D and calcium levels in patients with stable and unstable intertrochanteric fractures included in this study. by Kamran Alijanpour (20314706)

    Published 2024
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  3. 2363
    Compressibility modulus of improved red clay.

    Compressibility modulus of improved red clay. by Quan Shen (37564)

    Published 2025
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  4. 2364
    Experimental Design.

    Experimental Design. by Quan Shen (37564)

    Published 2025
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  5. 2365
    Compressive strain of improved red clay.

    Compressive strain of improved red clay. by Quan Shen (37564)

    Published 2025
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  6. 2366
    Unconfined Compressive Strength of Improved Red Clay.

    Unconfined Compressive Strength of Improved Red Clay. by Quan Shen (37564)

    Published 2025
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  7. 2367
    Field Site of Red Clay Subgrade Diseases in Zhuzhou.

    Field Site of Red Clay Subgrade Diseases in Zhuzhou. by Quan Shen (37564)

    Published 2025
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  8. 2368
    EMI of 0.25% Roadyes-treated red clay after failure.

    EMI of 0.25% Roadyes-treated red clay after failure. by Quan Shen (37564)

    Published 2025
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  9. 2369
    Relevant parameters fitted by Pei model.

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

    Published 2024
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  10. 2370
    Performance index of fly ash.

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

    Published 2024
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  11. 2371
    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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  12. 2372
    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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  13. 2373
    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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  14. 2374
    Performance index of mineral powder.

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

    Published 2024
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  15. 2375
    Relevant parameters fitted by Bai model.

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

    Published 2024
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  16. 2376
    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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  17. 2377
    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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  18. 2378
    Concrete mix proportions.

    Concrete mix proportions. by YongHe Liu (20477123)

    Published 2024
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  19. 2379
    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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  20. 2380
    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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