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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
Showing 1,721 - 1,740 results of 21,342 for search '(( significant ((trend decrease) OR (teer decrease)) ) OR ( significant decrease decrease ))', query time: 0.48s Refine Results
  1. 1721
    电针预处理通过心肌缺血损伤 棕色脂肪组织和 BMP3b/Smad1/5 通路小鼠

    电针预处理通过心肌缺血损伤 棕色脂肪组织和 BMP3b/Smad1/5 通路小鼠 by Danying Qian (21730250)

    Published 2025
    Subjects: “…electroacupuncture significantly decreased…”
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  2. 1722
    Box plots showing the taxa that were significantly different between thin and normal cows.

    Box plots showing the taxa that were significantly different between thin and normal cows. by Bhuripit Saraphol (20855573)

    Published 2025
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  3. 1723
    Basic physical parameters of shield residue.

    Basic physical parameters of shield residue. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  4. 1724
    Primary composition of experimental materials.

    Primary composition of experimental materials. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  5. 1725
    Compaction test results.

    Compaction test results. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  6. 1726
    Experimental mix proportions.

    Experimental mix proportions. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  7. 1727
    CBR test results.

    CBR test results. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  8. 1728
    Change in moisture content of stabilized soil.

    Change in moisture content of stabilized soil. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  9. 1729
    Relationship between UCS and curing time.

    Relationship between UCS and curing time. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  10. 1730
    Strength characteristic curve of stabilized soil.

    Strength characteristic curve of stabilized soil. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  11. 1731
    Change in pH value of stabilized soil.

    Change in pH value of stabilized soil. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  12. 1732
    CBR test results at different curing time.

    CBR test results at different curing time. by Shoujie Wang (18326754)

    Published 2024
    “…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …”
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  13. 1733
    ELISA analysis revealed a significant decrease in SP (A & B) and CGRP (C & D) protein levels in the corneas and tear fluid of mice treated with 0.5% bupivacaine (BUP) every alternate day for 15 days (administered via subconjunctival injection (SCI) alone or in combination with topical (TOP) application) compared to PBS-treated controls.

    ELISA analysis revealed a significant decrease in SP (A & B) and CGRP (C & D) protein levels in the corneas and tear fluid of mice treated with 0.5% bupivacaine (BUP) every alternate day for 15 days (administered via subconjunctival injection (SCI) alone or in combination with topical (TOP) application) compared to PBS-treated controls. by Ananya Datta (19932144)

    Published 2025
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  14. 1734
    Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i><sub><i>p</i></sub>-49.19s, (b) <i>t</i><sub><i>p</i></sub>-12.03s, (c) <i>t</i><sub><i>p</i></sub>, (d) <i>t</i><sub><i>p</i></sub>

    Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i><sub><i>p</i></sub>-49.19s, (b) <i>t</i><sub><i>p</i></sub>-12.03s,... by Wenyu Lv (20139458)

    Published 2025
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  15. 1735
    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.20mm/min. (a) <i>t</i><sub><i>p</i></sub>-107.3s, (b) <i>t</i><sub><i>p</i></sub>-15.26s, (c) <i>t</i><sub><i>p</i></sub>, (d) <i>t</i><sub><i>p</i></sub>

    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.20mm/min. (a) <i>t</i><sub><i>p</i></sub>-107.3s, (b) <i>t</i><sub><i>p</i></sub>-15.26... by Wenyu Lv (20139458)

    Published 2025
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  16. 1736
    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.20mm/min.

    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.20mm/min. by Wenyu Lv (20139458)

    Published 2025
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  17. 1737
    (a) 48 sandstone samples used in this experiment, (b) ZYB-II vacuum pressurized water saturation device, (c)static strain gauge, (d) diagram of experimental system, including uniaxial compression testing system, AE system and high-speed camera.

    (a) 48 sandstone samples used in this experiment, (b) ZYB-II vacuum pressurized water saturation device, (c)static strain gauge, (d) diagram of experimental system, including uniax... by Wenyu Lv (20139458)

    Published 2025
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  18. 1738
    Stress-strain curves of four groups of typical sandstone samples.

    Stress-strain curves of four groups of typical sandstone samples. by Wenyu Lv (20139458)

    Published 2025
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  19. 1739
    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.05 mm/min. (a) <i>t</i><sub><i>p</i></sub>-100.01s, (b) <i>t</i><sub><i>p</i></sub>-19.89s, (c) <i>t</i><sub><i>p</i></sub>, (d) <i>t</i><sub><i>p</i></sub>

    Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.05 mm/min. (a) <i>t</i><sub><i>p</i></sub>-100.01s, (b) <i>t</i><sub><i>p</i></sub>-19.... by Wenyu Lv (20139458)

    Published 2025
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  20. 1740
    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.05mm/min.

    Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.05mm/min. by Wenyu Lv (20139458)

    Published 2025
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