Showing 161 - 180 results of 1,240 for search 'significantly linear decrease', query time: 0.22s Refine Results
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    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. 177

    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. 178

    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. 179

    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. 180

    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). …”