Showing 1 - 20 results of 23,944 for search '(( significant a basic ) OR ( significant ((sizes decrease) OR (teer decrease)) ))', query time: 0.64s Refine Results
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    Enrichment analysis of genes from the significant MS module. by Lai Jiang (2401513)

    Published 2025
    “…The color of the dots represents the adjusted P-value (P.adj), and the size represents the number of genes. <b>(d)</b> Top 20 important feature genes identified by the random forest model, ranked by the average decrease in Gini index. …”
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    Basic characteristics of the observations. by Linni Gu (13886921)

    Published 2025
    “…<div><p>Background</p><p>Academic performance serves as a crucial indicator for evaluating adolescents’ educational outcomes in China, which prompting parents and schools to place significant emphasis on students’ academic achievements. …”
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    Transepithelial electrical resistance (TEER) (N = 6). by Shirko Marcel Shokr (19173337)

    Published 2024
    “…<p><b>(A)</b> During the cultivation of SMC and ALI we observed significantly differences on day 18 (SMC: 9.61 kΩ*cm<sup>2</sup>; ALI: 7.73 kΩ*cm<sup>2</sup>; p<0.05) and day 25 (SMC: 8.19 kΩ*cm<sup>2</sup>; ALI: 6.44 kΩ*cm<sup>2</sup>; p<0.05) ALI cultures showed significantly decreased values compared to SMC. …”
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    Overexpression of Gαq decreases cell number and cell size. by Dharsan K. Soundarrajan (11632145)

    Published 2021
    “…Overexpression of Gαq in the pouch results in a decrease in total wing area, cell number and cell size. 10 samples were analyzed per condition. …”
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    Regression parameters under different rock sizes. by Gaojian Hu (11457537)

    Published 2024
    “…The research results indicate that: (1) the uniaxial compressive strength decreases with the increase of the rock bridge angle, showing a power function relationship; (2) The uniaxial compressive strength decreases with the increase of rock size and tends to stabilize when the rock size is greater than 350 mm, showing a significant size effect. (3) The fluctuation coefficient of compressive strength increases with the increase of rock bridge angle and decreases with the increase of rock size; When the rock size is 350 mm, the fluctuation coefficient is less than 5%; (4) The characteristic compressive strength and characteristic size both increase with the increase of the rock bridge angle.…”
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    Fitting curves of UCS in different rock sizes. by Gaojian Hu (11457537)

    Published 2024
    “…The research results indicate that: (1) the uniaxial compressive strength decreases with the increase of the rock bridge angle, showing a power function relationship; (2) The uniaxial compressive strength decreases with the increase of rock size and tends to stabilize when the rock size is greater than 350 mm, showing a significant size effect. (3) The fluctuation coefficient of compressive strength increases with the increase of rock bridge angle and decreases with the increase of rock size; When the rock size is 350 mm, the fluctuation coefficient is less than 5%; (4) The characteristic compressive strength and characteristic size both increase with the increase of the rock bridge angle.…”
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    Complete table of significant factors and group differences including P-values and a basic interpretation. by Alex J. Allphin (17102503)

    Published 2023
    “…<p>Complete table of significant factors and group differences including P-values and a basic interpretation.…”
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    UCS under different rock size. by Gaojian Hu (11457537)

    Published 2024
    “…The research results indicate that: (1) the uniaxial compressive strength decreases with the increase of the rock bridge angle, showing a power function relationship; (2) The uniaxial compressive strength decreases with the increase of rock size and tends to stabilize when the rock size is greater than 350 mm, showing a significant size effect. (3) The fluctuation coefficient of compressive strength increases with the increase of rock bridge angle and decreases with the increase of rock size; When the rock size is 350 mm, the fluctuation coefficient is less than 5%; (4) The characteristic compressive strength and characteristic size both increase with the increase of the rock bridge angle.…”
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