Preface; Contents; 1 Introduction; 1.1 Background and Significance; 1.2 Review; 1.2.1 Shaking Table Test Technology; 1.2.2 Dynamic Characteristics of Slope; 1.2.2.1 Filed Investigation; 1.2.2.2 Model Test; 1.2.2.3 Numerical Simulation Method; 1.2.2.4 Theoretical Analysis; 1.2.3 Deformation Characteristics and Instability Mechanism; 1.2.4 Seismic Stability Evaluation Method; 1.2.4.1 Certainty Analysis Method; 1.2.4.2 Probability Analysis; 1.2.5 Prediction Model for Earthquake-Induced Landslide Hazard; 1.3 Problems; 1.4 Research Objectives and Content

2 Seismic Array Monitoring Results Analysis2.1 General Condition; 2.2 Monitoring Data of Seismic Array in 5.12 Wenchuan Earthquake; 2.3 Response Characteristics Analysis; 2.4 Frequency Spectrum Response Characteristics; 2.4.1 Fourier Spectrum Along Elevation; 2.4.2 Seismic Ground Motion Response Spectrum Along Elevation; 2.5 Brief Summary; 3 Shaking Table Test of Rock Slopes; 3.1 Large-Scale Shaking Table Test Design; 3.1.1 Purpose; 3.1.2 Installation; 3.1.3 Similarity System; 3.1.3.1 Three Theorems of Similarity; 3.1.3.2 Selection and Adjustment of Similarity Rules

3.1.3.3 Determination of Related Physical Parameters3.1.3.4 Derivation of Similarity Criteria Through Matrix Method; 3.1.4 Similar Materials; 3.1.5 Test Instruments and Monitoring Points Disposition Principle; 3.1.5.1 Measurement Information and Selection of Sensor Types; 3.1.5.2 Monitoring Points Disposition Principle of Shaking Table Test; 3.1.6 Testing Points Disposition; 3.1.7 Design and Manufacture; 3.1.7.1 Production and Transportation of Shaking Model Test Materials and Location of the Model Containers; 3.1.7.2 Model Filling of Shaking Table Test; 3.1.8 Sensors; 3.1.9 Loading Scheme

3.1.10 Data Collecting System3.1.11 Result Record; 3.2 Result Analysis; 3.2.1 Influence Factors of Acceleration Amplification Effect; 3.2.1.1 Effects of Bevel Angles on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.2 Effects of Seismic Density on the Rock Slope PGA Elevation Amplification Effect; 3.2.1.3 Effects of Seismic Wave Types on the PGA Elevation Amplification Effect; 3.2.1.4 Influence of Seismic Ground Motion Response Direction PGA Elevation Amplification Effect; 3.2.2 Fourier Spectrum and Response Spectrum of Acceleration

3.2.2.1 Rock Slope Acceleration Fourier Spectrum Change Rules Along Elevation3.2.2.2 Rock Slope Acceleration Response Spectrum Change Rules Along Elevation; 3.3 Brief Summary; 4 Numerical Analysis Research; 4.1 Brief Introduction to GDEM; 4.1.1 Advantages of GDEM Software; 4.1.2 Fundamental Principle of GDEM; 4.1.3 Verification; 4.1.4 Fundamental Function; 4.1.5 Modeling Progress and Methods; 4.2 Key Problems in Numerical Analysis; 4.2.1 Numerical Analysis Model; 4.2.2 Material Parameters and Constitutive Model; 4.2.3 Boundary Conditions; 4.2.4 Seismic Ground Motion Input Conditions