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linear decrease » linear increase (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), teer decrease (Expand Search)
nn decrease » _ decrease (Expand Search), a decrease (Expand Search), gy decreased (Expand Search)
linear decrease » linear increase (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), teer decrease (Expand Search)
nn decrease » _ decrease (Expand Search), a decrease (Expand Search), gy decreased (Expand Search)
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1721
Schematic diagram of rock samples.
Published 2025“…The results reveal that (1) freeze-thaw cycles exert a significant influence on the rock’s creep behavior, with axial strain, instantaneous strain, and creep strain increasing progressively with the number of freeze-thaw cycles; (2) dual-fractured rock samples with varying fracture angles exhibit distinct differences in creep phenomena, where increased fracture angles result in pronounced increases in instantaneous and creep strains, and higher horizontal stress levels lead to greater strain generation; (3) all rock samples with different pre-existing fractures exhibit rock bridge breakthrough during creep failure, and the variation in fracture angle affects the failure mode; (4) and the long-term strength of the rock varies with changes in fracture angle and freeze-thaw cycle frequency, showing an increasing trend with greater fracture angles but a rapid decrease with increasing freeze-thaw cycles. …”
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1722
Rock mechanics testing machine.
Published 2025“…The results reveal that (1) freeze-thaw cycles exert a significant influence on the rock’s creep behavior, with axial strain, instantaneous strain, and creep strain increasing progressively with the number of freeze-thaw cycles; (2) dual-fractured rock samples with varying fracture angles exhibit distinct differences in creep phenomena, where increased fracture angles result in pronounced increases in instantaneous and creep strains, and higher horizontal stress levels lead to greater strain generation; (3) all rock samples with different pre-existing fractures exhibit rock bridge breakthrough during creep failure, and the variation in fracture angle affects the failure mode; (4) and the long-term strength of the rock varies with changes in fracture angle and freeze-thaw cycle frequency, showing an increasing trend with greater fracture angles but a rapid decrease with increasing freeze-thaw cycles. …”
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1723
Subcellular Mechanical Imaging of Erythrocytes with Optically Correlated Scanning Ion Conductance Microscopy
Published 2025“…Comparison of normal and diamide-treated red blood cells shows a significant increase in cell stiffness and a concomitant decrease in deformability, clearly demonstrating the quantitative abilities of the correlative approach taken here for stiffness measurements of intact cellular samples.…”
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1724
Group control-after intervention.
Published 2025“…</p><p>Results</p><p>The intervention group showed a significant decrease in anxiety (t = 11.906, P < 0.001) and depression scores (t = 14.991, P < 0.001), as well as PSQI scores (t = 7.055, P < 0.001), and increased FertiQoL scores (t = -2.828, P < 0.001). …”
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1725
Group SFA-before intervention.
Published 2025“…</p><p>Results</p><p>The intervention group showed a significant decrease in anxiety (t = 11.906, P < 0.001) and depression scores (t = 14.991, P < 0.001), as well as PSQI scores (t = 7.055, P < 0.001), and increased FertiQoL scores (t = -2.828, P < 0.001). …”
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1726
Lost cases.
Published 2025“…</p><p>Results</p><p>The intervention group showed a significant decrease in anxiety (t = 11.906, P < 0.001) and depression scores (t = 14.991, P < 0.001), as well as PSQI scores (t = 7.055, P < 0.001), and increased FertiQoL scores (t = -2.828, P < 0.001). …”
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1727
Group control-before intervention.
Published 2025“…</p><p>Results</p><p>The intervention group showed a significant decrease in anxiety (t = 11.906, P < 0.001) and depression scores (t = 14.991, P < 0.001), as well as PSQI scores (t = 7.055, P < 0.001), and increased FertiQoL scores (t = -2.828, P < 0.001). …”
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1728
Patient satisfaction with SFA intervention(%).
Published 2025“…</p><p>Results</p><p>The intervention group showed a significant decrease in anxiety (t = 11.906, P < 0.001) and depression scores (t = 14.991, P < 0.001), as well as PSQI scores (t = 7.055, P < 0.001), and increased FertiQoL scores (t = -2.828, P < 0.001). …”
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1729
Pre-Experiment.
Published 2025“…</p><p>Results</p><p>The intervention group showed a significant decrease in anxiety (t = 11.906, P < 0.001) and depression scores (t = 14.991, P < 0.001), as well as PSQI scores (t = 7.055, P < 0.001), and increased FertiQoL scores (t = -2.828, P < 0.001). …”
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1730
Group SFA-after intervention.
Published 2025“…</p><p>Results</p><p>The intervention group showed a significant decrease in anxiety (t = 11.906, P < 0.001) and depression scores (t = 14.991, P < 0.001), as well as PSQI scores (t = 7.055, P < 0.001), and increased FertiQoL scores (t = -2.828, P < 0.001). …”
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1731
Sociodemographic characteristics of the sample.
Published 2025“…Statistical analyses included descriptive statistics, Spearman’s correlation, and multiple linear regression. Participants demonstrated significantly higher awareness of scientifically established cancer causes (70.7%) compared to mythical ones (10.2%). …”
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1732
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1733
Loading mode.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”
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1734
Model and meshes.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”
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1735
Shearing forces in the tension zone.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”
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1736
Pile foundation section.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”
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1737
Shearing force in the pressure zone.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”
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1738
Strain-stress maps of vertical pile foundation.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”
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1739
Displacement-inclination variation graph.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”
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1740
Soil modeling and mechanical parameters.
Published 2025“…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …”