A novel implicit coupled hydro-mechanical SPFEM approach for modelling of delayed failure of cut slope in soft sensitive clay

Keyphrases

• Cut Slope 100%
• Coupled Hydro-mechanics 100%
• Soft Sensitive Clay 100%
• Delayed Failure 100%
• Edge-based 50%
• Failure Time 50%
• Elasto-viscoplastic Model 50%
• Anisotropy 25%
• Large Deformation 25%
• Pore Water Pressure 25%
• Clay 25%
• Modeling Approach 25%
• Time Dependency 25%
• Large Deformation Analysis 25%
• Slope Angle 25%
• Finite Element Modeling 25%
• Slope Failure 25%
• Major Features 25%
• Lower Order 25%
• Strip Footing 25%
• Consolidation Test 25%
• Time-dependent Deformation 25%
• Predictive Ability 25%
• Stabilized Methods 25%
• Pore Pressure Dissipation 25%
• Hydro-mechanical 25%
• Particle Finite Element Method 25%
• Adaptive Substepping 25%
• Destructuration 25%
• Sensitive Clay 25%
• Smoothed Particle 25%
• Angle Sensitivity 25%
• Pore Pressure Generation 25%

Engineering

• Large Deformation 100%
• Pore Water Pressure 100%
• Failure Time 50%
• Major Feature 50%
• Predictive Ability 50%
• Particle Finite Element Method 50%
• Slope Failure 50%
• Slope Angle 50%
• Fem Model 50%