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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Critical Rainfall Intensity-duration RelationshipsDeterministic Slope Stability AnalysisDrainage Effects On Slope StabilityEarly Warning Of Rainfall-induced LandslidesFailure Mechanisms In Natural SlopesFinite Element Analysis Of Slope StabilityHydrological Response Of SlopesNumerical Slope Stability ModelingPhysically Based Hydrological ModelsPore Water Pressure Response
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Landslide triggering by rain infiltration
Richard M. Iverson · Water Resources Research · 2000 · 2.1K citations · Full text
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Research Institute for Geo-Hydrological Protection, Italy
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Hong Kong University of Science and Technology, Hong Kong SAR China
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Chinese Academy of Sciences
Beijing, China
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China University of Geosciences
Wuhan, China
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129 publications
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Research Institute for Geo-Hydrological Protection
Perugia, Italy
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Hong Kong University of Science and Technology
Hong Kong, Hong Kong
27 h-index
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Chengdu University of Technology
Chengdu, China
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112 publications
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Nanyang Technological University
Singapore, Singapore
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Kyoto University
Kyoto, Japan
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Ministry of Natural Resources
Beijing, China
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