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Showing 1 - 20 results of 20,763 for search '(( significantly affect decrease ) OR ( significantly soil increased ))', query time: 0.33s Refine Results
  1. 1
    Recommended values for the increase in dynamic shear modulus ratio and the decrease in damping ratio considering cement content improvement in seismic poor soil(%).

    Recommended values for the increase in dynamic shear modulus ratio and the decrease in damping ratio considering cement content improvement in seismic poor soil(%). by Yunhui Zhao (4184173)

    Published 2024
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  2. 2
    Microstructure of the bare soil and root–soil composite samples before and after freezing and thawing.

    Microstructure of the bare soil and root–soil composite samples before and after freezing and thawing. by Ruihong Wang (1932328)

    Published 2024
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  3. 3
    The gradation curve of the soil sample.

    The gradation curve of the soil sample. by Ruihong Wang (1932328)

    Published 2024
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  4. 4
    Physical parameters of the soil samples.

    Physical parameters of the soil samples. by Ruihong Wang (1932328)

    Published 2024
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  5. 5
    Soil physico-chemical properties of the experimental site and its pre-planting soil sample (0–15 cm depth) analysis.

    Soil physico-chemical properties of the experimental site and its pre-planting soil sample (0–15 cm depth) analysis. by Hayelom Berhe Dagnaw (17720931)

    Published 2024
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  6. 6
    Strength attenuation mechanism of the root–soil composite under freeze‒thaw action.

    Strength attenuation mechanism of the root–soil composite under freeze‒thaw action. by Ruihong Wang (1932328)

    Published 2024
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  7. 7
    Shear strength variation curve.

    Shear strength variation curve. by Ruihong Wang (1932328)

    Published 2024
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  8. 8
    Baijiabao landslide simulation model.

    Baijiabao landslide simulation model. by Ruihong Wang (1932328)

    Published 2024
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  9. 9
    The test steps.

    The test steps. by Ruihong Wang (1932328)

    Published 2024
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  10. 10
    The Sample preparation process.

    The Sample preparation process. by Ruihong Wang (1932328)

    Published 2024
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  11. 11
    Analysis table of the displacement and safety factor of bare soil and vegetation-covered slopes after different numbers of freeze‒thaw cycles.

    Analysis table of the displacement and safety factor of bare soil and vegetation-covered slopes after different numbers of freeze‒thaw cycles. by Ruihong Wang (1932328)

    Published 2024
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  12. 12
    The morphology of the landslide.

    The morphology of the landslide. by Ruihong Wang (1932328)

    Published 2024
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  13. 13
    The vegetation coverage (VC) and root content.

    The vegetation coverage (VC) and root content. by Ruihong Wang (1932328)

    Published 2024
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  14. 14
    Shear wave velocity test results.

    Shear wave velocity test results. by Ruihong Wang (1932328)

    Published 2024
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  15. 15
    Test scheme.

    Test scheme. by Ruihong Wang (1932328)

    Published 2024
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  16. 16
    The relationship of the shear strength parameter and strength damage coefficient with the number of freeze‒thaw cycles.

    The relationship of the shear strength parameter and strength damage coefficient with the number of freeze‒thaw cycles. by Ruihong Wang (1932328)

    Published 2024
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  17. 17
    Slope displacement and safety factor statistics of different VCs.

    Slope displacement and safety factor statistics of different VCs. by Ruihong Wang (1932328)

    Published 2024
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  18. 18
    Shear failure image after 8 freeze‒thaw cycles.

    Shear failure image after 8 freeze‒thaw cycles. by Ruihong Wang (1932328)

    Published 2024
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  19. 19
    The <i>λ</i><sub><i>i−j</i></sub> values for different VC and freeze‒thaw cycle test conditions.

    The <i>λ</i><sub><i>i−j</i></sub> values for different VC and freeze‒thaw cycle test conditions. by Ruihong Wang (1932328)

    Published 2024
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  20. 20
    Fig 6 -

    Fig 6 - by Ruihong Wang (1932328)

    Published 2024
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