Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement

Engineering

• Granular Soil 100%
• Element Method 100%
• Micromechanical Analysis 100%
• Discrete Element 100%
• Lateral Ground Movement 100%
• Finite Element Analysis 100%
• Deformation Behavior 50%
• Large Deformation 50%
• Macroscale 50%
• Similarities 50%
• Contact Force 50%
• Soil Pressure 50%
• Finite Element Mesh 50%
• Particle Contact 50%
• Soil Failure 50%
• Pipe Segment 50%
• Failure Behavior 50%
• Model Test 50%
• Particle Trajectory 50%
• Sandy Soil 50%
• Particle Collision 50%
• Pressure Distribution 50%

Keyphrases

• Micromechanical Analysis 100%
• Ground Movement 100%
• Soil-pipeline Interaction 100%
• Unsaturated Granular Soils 100%
• Inter-particle 50%
• Suction Effect 50%
• Discrete Element Method 33%
• Suction 33%
• Failure Pattern 33%
• Soil Failure 33%
• Deformation Behavior 16%
• Finite Element Method 16%
• Large Deformation 16%
• Finite Element Mesh 16%
• Failure Behavior 16%
• Finite Element Simulation 16%
• Contact Force 16%
• Particle Trajectory 16%
• Micro-macro 16%
• Interparticle Interactions 16%
• Unsaturated Soil 16%
• Soil Interface 16%
• Interaction Mechanism 16%
• Soil Deformation 16%
• Particle Rotation 16%
• Depth Effect 16%
• Buried Depth 16%
• Dry Soil 16%
• Adhesive Model 16%
• Partial Similarity 16%
• Interaction Failure 16%
• Soil Pressure Distribution 16%
• Particle-scale Behaviour 16%
• Special Soil 16%
• Particle Collision Behavior 16%
• Unsaturated Sandy Soil 16%
• Pipe Segment 16%