Rapid Assessment of Seismic Slope Stability Considering the Increase of Excess Pore-Water Pressure
For soil slopes, excess pore-water pressure (EPWP) buildup in soil elements is a major cause of slope failure during seismic loading. In this study, an EPWP coefficient was proposed and integrated into the simplified Bishop method to rapidly assess the influence of EPWP buildup on seismic slope stability and to calcu...