Investigations of Unsaturated Slopes Subjected to Rainfall Infiltration Using Numerical Approaches—A Parametric Study and Comparative Review

In the past 30 years, research on rainfall-induced landslides has grown remarkably. The contribution of matric suction to soil strength and the physics of water flow in unsaturated soils are widely accepted phenomena among researchers. However, the adoption of unsaturated soil mechanics in geotechni...

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Veröffentlicht in:	Sustainability 2022-11, Vol.14 (21), p.14465
Hauptverfasser:	Mburu, Joram Wachira, An-Jui Li, Horn-Da Lin, Chih-Wei Lu
Format:	Artikel
Sprache:	eng
Schlagworte:	Boundary conditions Case studies Causes of Computer simulation Computer-generated environments Environmental aspects Failure Failure mechanisms Failure modes Flow rates Flow velocity Geotechnical engineering Hydraulics Hydrology Landslides Landslides & mudslides Matric suction Measurement Mechanical properties Numerical analysis Parametric statistics Partial differential equations Permeability Rain and rainfall Rainfall Rainfall infiltration Seepage Shear strength Slope stability Slopes (Physical geography) Software Soil mechanics Soil strength Soil suction Soil water Stability analysis Steady flow Taiwan Unsaturated flow Unsaturated soils Water flow Water table
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