1 Introduction
1.1 Background and Significance
1.2 Review
1.2.1 Shaking Table Test Technology
1.2.2 Dynamic Characteristics of Slope
1.2.3 Deformation Characteristics and Instability Mechanism
1.2.4 Seismic Stability Evaluation Method
1.2.5 Prediction Model for Earthquake-Induced Landslide Hazard
1.3 Problems
1.4 Research Objectives and Content
2 Seismic Array Monitoring Results Analysis
2.1 General Condition
2.2 Monitoring Data of Seismic Array in 5.1 2 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
3.1.4 Similar Materials
3.1.5 Test Instruments and Monitoring Points Disposition Principle
3.1.6 Testing Points Disposition
3.1.7 Design and Manufacture
3.1.8 Sensors
3.1.9 Loading Scheme
3.1.1 0 Data Collecting System
3.1.1 1 Result Record
3.2 Result Analysis
3.2.1 Influence Factors of Acceleration Amplification Effect
3.2.2 Fourier Spectrum and Response Spectrum of Acceleration
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
4.3 Verification of Numerical Analysis Results
4.4 Seismic Dynamic Response Features
4.4.1 Acceleration Amplification Effects
4.4.2 Acceleration Fourier Spectrum
4.4.3 Acceleration Amplification Effects
4.5 Local Topography Effect
4.5.1 Key Problems in Numerical Analysis
4.5.2 Calculation Results Analysis
4.6 Brief Summary
5 Theoretical Solutions of Acceleration Amplification of Hill
5.1 Formula Derivation
5.1.1 General Thinking and Basic Assumption
5.1.2 Generalized Analysis Model
5.1.3 Derivation Process
5.1.4 Time-Frequency Analysis Process
5.1.5 Practical Application
5.2 Solving Approach
5.3 Verification
5.3.1 Overview
5.3.2 Verification
5.4 Parameter Analysis
5.4.1 Peak Value
5.4.2 Frequency
5.4.3 Bevel Angles
5.4.4 "Whiplash Effect".
5.5 Comparative Analysis
5.5.1 Brief