Showing 3,361 - 3,380 results of 6,318 for search 'significantly ((((lower decrease) OR (teer decrease))) OR (mean decrease))', query time: 0.49s Refine Results
  1. 3361
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  3. 3363
  4. 3364

    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. …”
  5. 3365
  6. 3366
  7. 3367

    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. …”
  8. 3368

    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. …”
  9. 3369

    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. …”
  10. 3370

    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. …”
  11. 3371

    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. …”
  12. 3372

    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. …”
  13. 3373

    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. …”
  14. 3374

    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. …”
  15. 3375

    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. …”
  16. 3376

    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. …”
  17. 3377

    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. …”
  18. 3378

    Bending moment 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. …”
  19. 3379

    Sketch of forces on vertical and inclined 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. …”
  20. 3380

    Displacement cloud maps. 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. …”