Soil-water coupled elasto-plastic analysis on bearing capacity of naturally deposited clay soil

Engineering

• Clay Soil 100%
• Bearing Capacity 66%
• Water 66%
• Constitutive Model 33%
• Plastic Deformation 33%
• Finite Deformation 33%
• Plastic Analysis 33%
• Peak Load 33%
• Fields 33%
• Failure (Mechanical) 33%