Modelling time-dependent behaviour of Murro test embankment

Earth and Planetary Sciences

• Anisotropy 50%
• Calculation 25%
• Clay 50%
• Comparison 25%
• Consolidation 25%
• Datum 25%
• Deformation Analysis 25%
• Deposit 50%
• Exhibit 25%
• Finland 25%
• Investigation 25%
• Mathematical Model 100%
• Model 100%
• Oedometer Test 25%
• Parameter 50%
• Sample 25%
• Soft Soil 25%
• Soil 50%
• Strain 25%
• Time 25%
• Time Dependent Behavior 100%
• Triaxial Test 25%
• Utilization 25%

Engineering

• Clay Deposits 33%
• Consolidation Theory 33%
• Demonstrates 66%
• Elements 33%
• Large Deformation 33%
• Large Strain 33%
• Measurement 33%
• Mechanical Properties 33%
• Model Parameter 33%
• Models 100%
• Oedometer Test 33%
• Practical Application 33%
• Soil Deposit 33%
• Soil Sample 33%
• Test Embankment 100%
• Test Result 33%
• Testing 33%
• Two Dimensional 33%
• Viscosity 33%

Physics

• Anisotropy 50%
• Behavior 100%
• Calculation 25%
• Clay 50%
• Deposits 50%
• Finite Element Methods 25%
• Independent Variables 50%
• Light 25%
• Model 100%
• Strain 25%
• Strength of Materials 25%
• Utilization 25%
• Viscosity 25%