Modelling time-dependent behaviour of Murro test embankment

Keyphrases

• Time-dependent Behavior 100%
• Test Embankment 100%
• Modeling Time 100%
• Embankment 66%
• Destructuration 66%
• Mechanical Properties 33%
• Oedometer Test 33%
• Large Strain 33%
• Large Deformation Analysis 33%
• Finland 33%
• Viscosity 33%
• Soil Samples 33%
• Triaxial Test 33%
• Biot's Consolidation 33%
• Natural Clay 33%
• Two-dimensional Finite Element Analysis 33%
• Soil Anisotropy 33%
• Elasto-viscoplastic Model 33%
• Reconstituted Soil 33%
• Structured Clay 33%
• Soft Soil Deposits 33%
• Intact Soils 33%
• Strain Anisotropy 33%
• Clay Deposit 33%

Engineering

• Test Embankment 100%
• Dependent Behavior 100%
• Two Dimensional 33%
• Large Deformation 33%
• Test Result 33%
• Model Parameter 33%
• Soil Sample 33%
• Clay Deposits 33%
• Consolidation Theory 33%
• Dimensional Finite Element Analysis 33%
• Soil Deposit 33%
• Fluid Viscosity 33%
• Oedometer Test 33%