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Rainfall-Induced Soil Slope Failure - Stability Analysis and Probabilistic Assessment (Hardcover)
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Rainfall-Induced Soil Slope Failure - Stability Analysis and Probabilistic Assessment (Hardcover)
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Rainfall-induced landslides are common around the world. With
global climate change, their frequency is increasing and the
consequences are becoming greater. Previous studies assess them
mostly from the perspective of a single discipline-correlating
landslides with rainstorms, geomorphology and hydrology in order to
establish a threshold prediction value for rainfall-induced
landslides; analyzing the slope's stability using a geomechanical
approach; or assessing the risk from field records. Rainfall
Induced Soil Slope Failure: Stability Analysis and Probabilistic
Assessment integrates probabilistic approaches with the
geotechnical modeling of slope failures under rainfall conditions
with unsaturated soil. It covers theoretical models of rainfall
infiltration and stability analysis, reliability analysis based on
coupled hydro-mechanical modelling, stability of slopes with
cracks, gravels and spatial heterogenous soils, and probabilistic
model calibration based on measurement. It focuses on the
uncertainties involved with rainfall-induced landslides and
presents state-of-the art techniques and methods which characterize
the uncertainties and quantify the probabilities and risk of
rainfall-induced landslide hazards.Additionally, the authors cover:
The failure mechanisms of rainfall-induced slope failure Commonly
used infiltration and stability methods The infiltration and
stability of natural soil slopes with cracks and colluvium
materials Stability evaluation methods based on probabilistic
approaches The effect of spatial variability on unsaturated soil
slopes and more
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