Under the impact of earthquake, even if slopes do not fail, integrity rock slope structure would be damaged subjected to seismic motion. The process damage, destruction and failure for is characterized by dynamic evolution stability. In areas with active tectonic activities, frequent earthquakes have a significant effect on attenuation To investigate under earthquake motions, series shaking tab...

The method of pseudo-static analysis has been widely used to perform seismic slope stability, in which a coefficient is represent the earthquake shaking effect. However, it important but difficult select magnitude coefficients, are inevitably subjected different levels uncertainties. This paper aimed study influences uncertainties on stability from perspective probabilistic sensitivity analysis...