Showing 4,021 - 4,040 results of 10,824 for search 'significantly ((((((lower decrease) OR (we decrease))) OR (mean decrease))) OR (teer decrease))', query time: 0.59s Refine Results
  1. 4021
  2. 4022
  3. 4023
  4. 4024
  5. 4025

    Effect of purple potato extract (<i>Solanum tuberosum L</i>.) on hepatic Trichrome positive area in HF diet-fed rats. by Ishrat Jahan (5782163)

    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. …”
  6. 4026
  7. 4027

    Multiomics Identified the Nutritional Improvement in LAB-Fermented Goat Milk by Liyan Ge (13017372)

    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>. …”
  8. 4028
  9. 4029

    Oligos used in this study. by Yanfeng Li (113424)

    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. …”
  10. 4030

    Loading mode. by Maogang Tian (21485116)

    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. …”
  11. 4031

    Model and meshes. by Maogang Tian (21485116)

    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. …”
  12. 4032

    Shearing forces in the tension zone. by Maogang Tian (21485116)

    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. …”
  13. 4033

    Pile foundation section. by Maogang Tian (21485116)

    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. …”
  14. 4034

    Shearing force in the pressure zone. by Maogang Tian (21485116)

    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. …”
  15. 4035

    Strain-stress maps of vertical pile foundation. by Maogang Tian (21485116)

    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. …”
  16. 4036

    Displacement-inclination variation graph. by Maogang Tian (21485116)

    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. …”
  17. 4037

    Soil modeling and mechanical parameters. by Maogang Tian (21485116)

    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. …”
  18. 4038

    Location of monitored piles. by Maogang Tian (21485116)

    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. …”
  19. 4039

    Axial force in the pressure zone. by Maogang Tian (21485116)

    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. …”
  20. 4040

    Pile-soil interaction. by Maogang Tian (21485116)

    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. …”