Search alternatives:
significant variations » significant associations (Expand Search), significant implications (Expand Search), significant correlations (Expand Search)
variations test » variations based (Expand Search)
force decrease » forces increased (Expand Search)
fold decrease » fold increase (Expand Search), fold increased (Expand Search)
significant variations » significant associations (Expand Search), significant implications (Expand Search), significant correlations (Expand Search)
variations test » variations based (Expand Search)
force decrease » forces increased (Expand Search)
fold decrease » fold increase (Expand Search), fold increased (Expand Search)
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Data of Cement retention force(N) for each group in retention strength test.
Published 2025Subjects: -
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Cement retention force values(N) for each group in the cement retention strength test.
Published 2025Subjects: -
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Retention strength testing of the cemented crown by universal testing machine.
Published 2025Subjects: -
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Test of statistical significance of the variations in the respondents’ knowledge, attitudes, and practices by their characteristics (N = 208).
Published 2024“…<p>Test of statistical significance of the variations in the respondents’ knowledge, attitudes, and practices by their characteristics (N = 208).…”
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Results of analysis of variance for observed traits (p-values for testing significance of variation sources).
Published 2025“…<p>Results of analysis of variance for observed traits (p-values for testing significance of variation sources).</p>…”
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MiR-129-5p levels were decreased in mouse depression models.
Published 2025“…The Y-axis represents the fold change, while the X-axis indicates the significance of differential expression. …”
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Force chain network After shear loading.
Published 2025“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. …”
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Force chain network Before shear loading.
Published 2025“…The numerical simulation examines how the alteration of clay particle content, within a range of 1%−10%, affects the strength variation of the soil, as indicated by the in-situ test. …”
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