A simplified model for the analysis of piled embankments considering arching and subsoil consolidation

Engineering

• Piled Embankment 100%
• Analytical Model 100%
• Supported Embankment 66%
• Full Scale 33%
• Serviceability 33%
• Analytical Result 33%
• Measured Data 33%
• Closed Form Solution 33%
• Field Measurement 33%
• Nonlinear Function 33%
• Soil Structure Interactions 33%
• Limit State Design 33%
• Model Data 33%
• Differential Settlement 33%
• Consolidation Process 33%
• Design Method 33%
• Field Test 33%

INIS

• design 100%
• embankments 100%
• solutions 40%
• comparative evaluations 40%
• piles 40%
• strains 20%
• soils 20%
• approximations 20%
• data 20%
• nonlinear problems 20%
• field tests 20%
• membrane theory 20%
• soil-structure interactions 20%