Search alternatives:
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significantly reduce » significantly reduced (Expand Search), significantly greater (Expand Search), significantly enhance (Expand Search)
reduce decrease » reduce disease (Expand Search), reduce depressive (Expand Search), induces decreased (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significantly reduce » significantly reduced (Expand Search), significantly greater (Expand Search), significantly enhance (Expand Search)
reduce decrease » reduce disease (Expand Search), reduce depressive (Expand Search), induces decreased (Expand Search)
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2681
Effect of inhibitors on the growth of <i>P. falciparum</i> and <i>P. berghei</i> blood stage parasites.
Published 2025“…The number of ring stages significantly decreased in the CK-666-treated groups (***P = 0.0008; one-way ANOVA). …”
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2682
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2683
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2684
Minimal data set.
Published 2025“…Prolonged and excessive exposure to arsenic causes various toxic reactions, leading to diseases that significantly impact health and lifespan. Increasing evidence suggests that arsenic damages skeletal muscle tissue by reducing muscle mass and causing atrophy, thereby contributing to conditions such as respiratory and cardiovascular diseases, as well as diabetes. …”
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2685
Regulation of Rice Grain Weight by Fatty Acid Composition: Unveiling the Mechanistic Roles of <i>OsLIN6</i> by OsARF12
Published 2024“…Field trials showed that 1000-grain weight was significantly reduced when treated with the fatty acid synthesis inhibitor, Firsocostat S enantiomer (FSE), at the heading and flowering stages. …”
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2686
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2687
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2688
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2689
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2690
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2691
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2692
Table 1_Role of seed priming using natural biostimulants in reducing salt stress effects by reshaping physio-biochemical and antioxidant defense systems in glycine max seedlings.do...
Published 2025“…<p>Abiotic stress significantly damages crops, reducing global yields by over 50%. …”
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2693
Schematic diagram of monitoring points and units.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
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2694
The analysis procedure.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
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2695
Model monitoring points and units coordinates.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
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2696
Soil mechanical parameters.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
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2697
Parameters of the contact surface.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
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2698
The schematic diagram of free-field boundary.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
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2699
Residual deformation parameters of soil.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
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2700
Soil fluid and liquefaction parameters.
Published 2025“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”