Hydro-mechanical Analysis of Rainfall-Induced Landslides
Wu, Lizhou
Hydro-mechanical Analysis of Rainfall-Induced Landslides by Lizhou Wu, Runqiu Huang, Xu Li - Primera edición 2020 - 1 recurso en línea (XII, 235 páginas) 157 ilustraciones, 74 ilustraciones a color - Engineering (Springer-11647) .
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.
9789811507618
10.1007/978-981-15-0761-8 doi
Desprendimientos de tierras
QE599 .A2 / 2020 EB
Hydro-mechanical Analysis of Rainfall-Induced Landslides by Lizhou Wu, Runqiu Huang, Xu Li - Primera edición 2020 - 1 recurso en línea (XII, 235 páginas) 157 ilustraciones, 74 ilustraciones a color - Engineering (Springer-11647) .
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.
9789811507618
10.1007/978-981-15-0761-8 doi
Desprendimientos de tierras
QE599 .A2 / 2020 EB