Introduction -- Analysis of the results of the Earthquake Monitoring Array of Rock Slope in the Xishan Park during 5.12 Wenchuan Earthquake -- Shaking Table Test of Rock Slope -- Numerical Simulation of the dynamic characteristics of rock slope -- Time-Frequency analysis method of acceleration amplification of rock slope with two-side slopes -- Analysis of the deformation characteristics and landslide mechanism of the covering layer–bedrock type slope -- Time-Frequency analysis method of seismic stability of the covering layer-bedrock type slope -- Model of assessing Hazard Scope of landslide for the covering layer- bedrock type slope -- Conclusions -- Reference. .