Investigation of the stability of a fly ash pond facility using 2D and 3D slope stability analysis

Engineering

• Factor of Safety 100%
• Stability Analysis 100%
• Safety Factor 100%
• Slope Stability 100%
• Two Dimensional 50%
• Probabilistic Approach 50%
• Three-Dimensional Models 50%
• Storage Facility 50%
• Cross Section 50%
• Finite Element Method 50%
• Piezometer 50%
• Critical Failure 50%
• Standpipe 50%
• Failure Mechanism 50%
• Shear Failure 50%

Keyphrases

• Ash Pond 100%
• 3D Slope Stability Analysis 100%
• Seepage Analysis 50%
• Limit Equilibrium Analysis 25%
• Static Scenario 25%
• Standpipe 25%
• Seismic Scenarios 25%
• Slope Stability Analysis 25%