Assessing Embankment Dam Slope Stability, Pore Pressure, Reservoir Emptying And Earthquake-Induced Stresses: A Case Study

Abstract

This thesis focuses on a thorough examination of the stability of dam slopes under a variety of difficult conditions, including pore pressure, abrupt reservoir emptying, and additional stresses brought on by external forces during earthquakes. This thesis's main goal is to investigate the behaviour and stability of embankment dam slopes by thoroughly examining the complex interactions between these variables. The thesis examines the effects of pore pressure, abrupt changes in water level, and earthquake-induced stresses on dam slope stability by utilizing cutting-edge computational algorithms and geotechnical analysis methodologies. The findings of this analysis provide a thorough understanding of potential failure mechanisms and offer insightful advice for the construction and upkeep of dams located in earthquake prone areas