Monitoring and analysis of a deeply buried culvert covered with expanded polystyrene blocks

Keyphrases

• Deeply Buried 100%
• Load Reduction 100%
• Buried Culvert 100%
• Expanded Polystyrene 100%
• Finite Element Model 75%
• Culvert 75%
• Filling Material 50%
• Actual Measurement 50%
• Buried Structures 50%
• Model Prediction 25%
• Reduction Method 25%
• Structural Response 25%
• Young's Modulus 25%
• Finite Element Analysis 25%
• Simplified Method 25%
• Valuable Insight 25%
• Constitutive Model 25%
• Strain Gauge 25%
• Elastic Model 25%
• Finite Element Modeling 25%
• Field Monitoring 25%
• Soil Constitutive Model 25%
• Engineering Challenges 25%
• Maximum Bending Moment 25%
• Reduction Measures 25%
• Reduced Load 25%
• Load Estimation 25%
• Hardening Soil Model 25%
• Soil-structure Interaction 25%
• Dead Load 25%
• Block Loads 25%
• Similar Load 25%
• Structural Strain 25%
• Cost-effective Design 25%
• Mohr-Coulomb Model 25%

Engineering

• Finite Element Modeling 100%
• Constitutive Model 66%
• Buried Structure 66%
• Filling Material 66%
• Model Prediction 33%
• Young's Modulus 33%
• Engineering 33%
• Structural Response 33%
• Simplified Method 33%
• Elastic Model 33%
• Strain Gage 33%
• Finite Element Analysis 33%
• Fem Model 33%
• Dead Load 33%
• Coulomb Model 33%
• Soil Structure Interactions 33%
• Maximum Bending Moment 33%