Rainfall-induced Slope Instability

Rainfall-Induced Slope Instability is a type of slope failure process in which an initially stable natural or engineered slope becomes unstable primarily due to rainfall infiltration that alters pore-water pressure and suction regimes, reduces effective stress and shear strength within the soil or rock mass, and thereby increases driving forces or decreases resisting forces to the point of failure.

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2017–2026

714

Authors

3.4K

  1. HR
    Harianto Rahardjo

    Nanyang Technological University, Singapore

    30 publications · 2.9K citations

    25

    h-index

  2. FG
    Fausto Guzzetti

    Research Institute for Geo-Hydrological Protection, Italy

    18 publications · 5.1K citations

    17

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  3. LZ
    Limin Zhang

    Hong Kong University of Science and Technology, Hong Kong SAR China

    15 publications · 1.1K citations

    16

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  4. AS
    Alfrendo Satyanaga

    Nanyang Technological University, Singapore

    15 publications · 628 citations

    14

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  5. RL
    Rex L. Baum

    United States Geological Survey, United States

    14 publications · 2.7K citations

    13

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1–5 of 3.4K

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  1. Engineering Geology

    113 publications · 11.8K citations

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  2. Landslides

    134 publications · 10.5K citations

    57

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  3. Natural Hazards

    56 publications · 2.6K citations

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  4. Geomorphology

    38 publications · 4.5K citations

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  5. 29

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