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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
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significant i » significant _ (Expand Search), significant co (Expand Search), significant 17 (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significant amount » significant impact (Expand Search)
significant i » significant _ (Expand Search), significant co (Expand Search), significant 17 (Expand Search)
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Distribution of the amount of physical activity recorded during head-raising movements.
Published 2025Subjects: -
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Comparison of sleep and activity the night before and after surgery in Experiment 1.
Published 2025Subjects: -
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Test soil parameters.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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Influence of UHMWPE length on swelling pressure.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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UHMWPF parameters.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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Influence of UHMWPE content on swelling pressure.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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Soil partice-size distribution.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.
Published 2024“…The results show that the peak shear strength, cohesion, internal friction angle, pre-peak shear stiffness and residual shear strength of concrete joints under CNL path increases with the increasing <i>JRC</i> and normal stress. Under the UNLCSL path, under the same initial shear stress τ<sub>1</sub>, instability normal stress σ<sub><i>i</i></sub> decreases with the increasing <i>JRC</i>, and normal stress unloading amount Δσ<sub>n</sub> increases with the increasing <i>JRC</i>. …”
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Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.
Published 2024“…The results show that the peak shear strength, cohesion, internal friction angle, pre-peak shear stiffness and residual shear strength of concrete joints under CNL path increases with the increasing <i>JRC</i> and normal stress. Under the UNLCSL path, under the same initial shear stress τ<sub>1</sub>, instability normal stress σ<sub><i>i</i></sub> decreases with the increasing <i>JRC</i>, and normal stress unloading amount Δσ<sub>n</sub> increases with the increasing <i>JRC</i>. …”
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