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increase decrease » increased release (Expand Search), increased crash (Expand Search)
linear decrease » linear increase (Expand Search)
Showing 1,821 - 1,840 results of 14,520 for search '(( significant increase decrease ) OR ( significantly ((linear decrease) OR (mean decrease)) ))*', query time: 0.59s Refine Results
  1. 1821
  2. 1822
  3. 1823

    Fig 3 - by Ruiming Xiao (6389546)

    Published 2024
    Subjects:
  4. 1824
  5. 1825
  6. 1826
  7. 1827

    Fig 2 - by Ruiming Xiao (6389546)

    Published 2024
    Subjects:
  8. 1828
  9. 1829
  10. 1830

    S1 File - by Ruiming Xiao (6389546)

    Published 2024
    Subjects:
  11. 1831
  12. 1832
  13. 1833
  14. 1834
  15. 1835
  16. 1836

    Test soil parameters. by Yonggang Huang (223155)

    Published 2025
    “…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
  17. 1837

    Influence of UHMWPE length on swelling pressure. by Yonggang Huang (223155)

    Published 2025
    “…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
  18. 1838

    UHMWPF parameters. by Yonggang Huang (223155)

    Published 2025
    “…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
  19. 1839

    Influence of UHMWPE content on swelling pressure. by Yonggang Huang (223155)

    Published 2025
    “…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
  20. 1840

    Soil partice-size distribution. by Yonggang Huang (223155)

    Published 2025
    “…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”