Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis

Keyphrases

• Probabilistic Analysis 100%
• Homogeneous Slope 100%
• Limit State Surface 100%
• First-order Reliability Method 60%
• Monte Carlo Simulation 40%
• Stability Chart 40%
• Design Workflow 40%
• Deterministic Analysis 40%
• Digital Design 40%
• Second-order Reliability Method 40%
• Direct Integration Method 40%
• 20th Century 20%
• 21st Century 20%
• Early Design Phases 20%
• Failure Probability 20%
• Spreadsheets 20%
• Ground Conditions 20%
• Highly Nonlinear 20%
• Unsaturated Soil Slope 20%
• Slope Stability Analysis 20%
• Solution Stability 20%
• Site Investigation 20%
• Limit of Solution 20%
• Digital Automation 20%
• Failure Domain 20%
• Simple Assumptions 20%
• Strength Reduction Finite Element Method 20%
• Safe Domain 20%
• Slope Design 20%

Engineering

• Closed Form Solution 100%
• Limit State Surface 83%
• First-Order Reliability Method 50%
• Integration Method 33%
• Order Reliability Method 33%
• Illustrates 16%
• Design Stage 16%
• Design Method 16%
• Stability Analysis 16%
• Slope Stability 16%
• Site Investigation 16%
• Finite Element Analysis 16%