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Showing 21 - 40 results of 1,367 for search '(( significance greater decrease ) OR ( significant decrease decrease ))~', query time: 0.32s Refine Results
  1. 21
    UHMWPF parameters.

    UHMWPF parameters. by Yonggang Huang (223155)

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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  2. 22
    Influence of UHMWPE content on swelling pressure.

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

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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  3. 23
    Soil partice-size distribution.

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

    Published 2025
    “…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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  4. 24
    The results of mediating mechanism test.

    The results of mediating mechanism test. by Le Zhu (1771669)

    Published 2025
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  5. 25
    Balance test results.

    Balance test results. by Le Zhu (1771669)

    Published 2025
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  6. 26
    Variables.

    Variables. by Le Zhu (1771669)

    Published 2025
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  7. 27
    Results of the parallel trend test.

    Results of the parallel trend test. by Le Zhu (1771669)

    Published 2025
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  8. 28
    Results of the exclusion of other policies.

    Results of the exclusion of other policies. by Le Zhu (1771669)

    Published 2025
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  9. 29
    Results of robustness tests.

    Results of robustness tests. by Le Zhu (1771669)

    Published 2025
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  10. 30
    Descriptive statistical of variables.

    Descriptive statistical of variables. by Le Zhu (1771669)

    Published 2025
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  11. 31
    The results of Bootstrap Method and Sobel Test.

    The results of Bootstrap Method and Sobel Test. by Le Zhu (1771669)

    Published 2025
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  12. 32
    Impact of the NAMR on CSR dimensions (E, S, G).

    Impact of the NAMR on CSR dimensions (E, S, G). by Le Zhu (1771669)

    Published 2025
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  13. 33
    Placebo test.

    Placebo test. by Le Zhu (1771669)

    Published 2025
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  14. 34
    Baseline regression results.

    Baseline regression results. by Le Zhu (1771669)

    Published 2025
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  15. 35
    The variation of creep strain of rock samples with different dip angles of double fissures with stress level.

    The variation of creep strain of rock samples with different dip angles of double fissures with stress level. by Dengke Yang (842532)

    Published 2025
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  16. 36
    Clusters of creep curves under different freeze-thaw cycles.

    Clusters of creep curves under different freeze-thaw cycles. by Dengke Yang (842532)

    Published 2025
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  17. 37
    Graded loading creep stress loading level.

    Graded loading creep stress loading level. by Dengke Yang (842532)

    Published 2025
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  18. 38
    Schematic diagram of rock samples.

    Schematic diagram of rock samples. by Dengke Yang (842532)

    Published 2025
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  19. 39
    Creep failure mode and sketch map of slow-step fractured rock.

    Creep failure mode and sketch map of slow-step fractured rock. by Dengke Yang (842532)

    Published 2025
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  20. 40
    Creep failure mode and sketch map of slow-slow fractured rock.

    Creep failure mode and sketch map of slow-slow fractured rock. by Dengke Yang (842532)

    Published 2025
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