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.
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