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

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Baijiabao landslide simulation model. حسب Ruihong Wang (1932328)

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The test steps. حسب Ruihong Wang (1932328)

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The Sample preparation process. حسب Ruihong Wang (1932328)

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

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

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

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

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

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Test scheme. حسب Ruihong Wang (1932328)

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

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

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

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

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

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Fig 6 - حسب Ruihong Wang (1932328)

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Deformation calculation parameters of the Baijiabao landslide. حسب Ruihong Wang (1932328)

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Original data. حسب Ruihong Wang (1932328)

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

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The expression differences of ethylene-related genes and transcription factors of HNT effect with MCP application. حسب Wardah K. Mustahsan (17484456)

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