Hydro-mechanical Analysis of Rainfall-Induced Landslides / by Lizhou Wu, Runqiu Huang, Xu Li
By: Wu, Lizhou
Contributor(s): SpringerLink (Online service) | Huang, Runqiu, autor | Li, Xu, autor
Material type: 
E-bookSeries: (Engineering (Springer-11647)).Publisher: Singapore : Springer, 2020Edition: Primera edición 2020.Description: 1 recurso en línea (XII, 235 páginas) : 157 ilustraciones, 74 ilustraciones a color.ISBN: 9789811507618.Subject: Desprendimientos de tierrasOnline resources: Acceso a este recurso digital (usuarios Universidad Europea de Madrid)
| Item type | Current library | Collection | Call number | Status | Date due | Barcode | Item holds | |
|---|---|---|---|---|---|---|---|---|
LIBRO-E NO PRÉSTAMO
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Madrid Digital Acceso Electrónico (UEM) | Ciencias e Ingeniería | QE599 .A2 2020 EB (Browse shelf(Opens below)) | Acceso electrónico | eBook28022266 |
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| QE571 .D435 2017 EB Sedimentation process and design of settling systems | QE571 ES Basin Research | QE599.A1 ES Landslides | QE599 .A2 2020 EB Hydro-mechanical Analysis of Rainfall-Induced Landslides | QE599 .A2 R434 2015 EB Recent Advances in Modeling Landslides and Debris Flows | QE599.A2 Z436 2017 EB Coupled DEM-CFD analyses of landslide-induced debris flows | QE600.2 2018 EB Land Subsidence Induced by the Engineering-Environmental Effect |
Background -- Analytical solution to 1D coupled infiltration and deformation in unsaturated porous media -- Effects of gravity and hysteresis on 1D unsaturated infiltration -- 2D Infiltration in unsaturated porous media -- Physical simulation of rainfall infiltration into unsaturated slope under rainfall -- Slope stability analysis based on coupled approach.
Most landslides are triggered by rainfall. In previous studies, slope stability is often evaluated based on the infiltration analysis. Hydro-mechanical coupling is significant to rainfall-caused landslide evolution. This book covers theoretical models of unsaturated infiltration, and provides hydro-mechanical models for rainfall-induced landslides. The influences of rainfall patterns, boundary conditions, layered structures, and SWCC hysteresis on the coupled unsaturated infiltration and deformation are discussed. Laboratory testing of rainfall-induced landslides is performed to study the developing process of landslide upon rainfall infiltration. The results provide a better understanding of rainfall-induced landslides.
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