Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Analysis of the Stability of Soil Slope Subjected to Rainwater Infiltration
India is among the top 10 countries with the highest percentage of landslide disaster for the past few years. Among the natural disasters, rainfall-induced slope failure is one of the natural disaster, resulting in loss of human life and damage to public properties. In this study, Finite Difference Analysis (FDA) of unsaturated flow is carried out to investigate the response of slope subjected to rainwater infiltration. The effect of rainfall intensities and duration on pore pressure generation, degree of saturation, slope stability and evolution of strains during rainfall event for homogeneous finite slope is investigated. A parametric sensitive analysis is performed considering different rainfall intensities applied over the soil slope. Results indicate that the rainfall intensity and duration have a negative effect on factor of safety (FOS), significant effect on pore-water pressure, saturation and FOS values.
Numerical Analysis of the Stability of Soil Slope Subjected to Rainwater Infiltration
India is among the top 10 countries with the highest percentage of landslide disaster for the past few years. Among the natural disasters, rainfall-induced slope failure is one of the natural disaster, resulting in loss of human life and damage to public properties. In this study, Finite Difference Analysis (FDA) of unsaturated flow is carried out to investigate the response of slope subjected to rainwater infiltration. The effect of rainfall intensities and duration on pore pressure generation, degree of saturation, slope stability and evolution of strains during rainfall event for homogeneous finite slope is investigated. A parametric sensitive analysis is performed considering different rainfall intensities applied over the soil slope. Results indicate that the rainfall intensity and duration have a negative effect on factor of safety (FOS), significant effect on pore-water pressure, saturation and FOS values.
Numerical Analysis of the Stability of Soil Slope Subjected to Rainwater Infiltration
Lecture Notes in Civil Engineering
Satyanarayana Reddy, C. N. V. (Herausgeber:in) / Muthukkumaran, K. (Herausgeber:in) / Vaidya, Ravikiran (Herausgeber:in) / Bhanuprakash, H. R. (Autor:in) / Chatra, Adarsh S. (Autor:in)
24.11.2021
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Parametric Analysis of Rainfall-Induced Loess Soil Slope Due to the Rainwater Infiltration
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