Search alternatives:
lower decrease » larger decrease (Expand Search), linear decrease (Expand Search), showed decreased (Expand Search)
teer decrease » greater decrease (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), nn decrease (Expand Search)
lower decrease » larger decrease (Expand Search), linear decrease (Expand Search), showed decreased (Expand Search)
teer decrease » greater decrease (Expand Search)
we decrease » _ decrease (Expand Search), a decrease (Expand Search), nn decrease (Expand Search)
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4021
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4022
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4023
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4024
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4025
Effect of purple potato extract (<i>Solanum tuberosum L</i>.) on hepatic Trichrome positive area in HF diet-fed rats.
Published 2025“…Data are presented as mean±SD, where n = 3. For statistical analysis, the One-way ANOVA was performed, and the Tukey test was done as a post hoc test to compare the means of every group present in this study. …”
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4026
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4027
Multiomics Identified the Nutritional Improvement in LAB-Fermented Goat Milk
Published 2025“…Using multiomics, we found that FGM has reduced microbial diversity, with increased <i>Streptococcus</i> and <i>Lactobacillus</i> and decreased <i>Klebsiella</i>. …”
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4028
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4029
Oligos used in this study.
Published 2025“…However, the function of RNF213 in host defense against brain infection remains unclear. Here, we show that increased expression of <i>Rnf213</i> is significantly regulated by interferon alpha/beta receptor (IFNAR) signaling during bacterial infection and ligand stimulation. …”
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4030
Loading mode.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4031
Model and meshes.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4032
Shearing forces in the tension zone.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4033
Pile foundation section.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4034
Shearing force in the pressure zone.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4035
Strain-stress maps of vertical pile foundation.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4036
Displacement-inclination variation graph.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4037
Soil modeling and mechanical parameters.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4038
Location of monitored piles.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4039
Axial force in the pressure zone.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”
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4040
Pile-soil interaction.
Published 2025“…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”