Showing 1 - 20 results of 1,852 for search '(( significantly ((greater decrease) OR (teer decrease)) ) OR ( significant amount decrease ))', query time: 0.37s Refine Results
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    Effects of increasing amounts of gravel on escape latency and aversiveness of gravel. by Ella R. Dockendorf (21533334)

    Published 2025
    “…<p>(A) Escape latency during trial 1 was higher when greater amounts of gravel were in the connecting chamber. …”
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    Y-27632 collaborated with BA to attenuate the increase in the integrity and decrease in the permeability of epithelial barrier injury induced by LPS in Caco2 monolayers. by Luqiong Liu (11537092)

    Published 2024
    “…<p>(<b>A)</b> Y-27632 collaborated with BA to attenuate the effect of LPS on TEER in Caco2 cells on days 1–22. (<b>B)</b> Y-27632 collaborated with BA to attenuate the effect of LPS on TEER in Caco2 cells on day 22. …”
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    Test soil parameters. by Yonggang Huang (223155)

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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    Influence of UHMWPE length on swelling pressure. by Yonggang Huang (223155)

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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    UHMWPF parameters. by Yonggang Huang (223155)

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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    Influence of UHMWPE content on swelling pressure. by Yonggang Huang (223155)

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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    Soil partice-size distribution. by Yonggang Huang (223155)

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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