Showing 1 - 20 results of 383 for search '(( significant decrease decrease ) OR ( ((significant amount) OR (significant i)) decrease ))~', query time: 0.55s 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). …”
  14. 14

    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). …”
  15. 15

    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). …”
  16. 16

    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). …”
  17. 17

    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). …”
  18. 18

    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
    “…The results show that the peak shear strength, cohesion, internal friction angle, pre-peak shear stiffness and residual shear strength of concrete joints under CNL path increases with the increasing <i>JRC</i> and normal stress. Under the UNLCSL path, under the same initial shear stress τ<sub>1</sub>, instability normal stress σ<sub><i>i</i></sub> decreases with the increasing <i>JRC</i>, and normal stress unloading amount Δσ<sub>n</sub> increases with the increasing <i>JRC</i>. …”
  19. 19

    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
    “…The results show that the peak shear strength, cohesion, internal friction angle, pre-peak shear stiffness and residual shear strength of concrete joints under CNL path increases with the increasing <i>JRC</i> and normal stress. Under the UNLCSL path, under the same initial shear stress τ<sub>1</sub>, instability normal stress σ<sub><i>i</i></sub> decreases with the increasing <i>JRC</i>, and normal stress unloading amount Δσ<sub>n</sub> increases with the increasing <i>JRC</i>. …”
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