Stabilised Material Point Method for Fluid-Saturated Geomaterials

INIS

• deformation 100%
• fluids 100%
• interpolation 60%
• pore pressure 50%
• failures 40%
• dynamics 40%
• soils 40%
• recovery 30%
• least square fit 20%
• simulation 20%
• implementation 20%
• oscillations 20%
• approximations 20%
• lagrangian 20%
• size 20%
• modeling 20%
• prediction 10%
• increasing 10%
• stabilization 10%
• landslides 10%
• composite materials 10%
• piles 10%
• installation 10%
• finite element method 10%
• capacity 10%
• drainage 10%
• mapping 10%
• applications 10%
• communities 10%
• underground 10%
• excavation 10%
• range 10%
• porous materials 10%
• evaluation 10%
• mitigation 10%
• accuracy 10%
• soil-structure interactions 10%
• dams 10%
• assessments 10%
• stability 10%
• tools 10%
• instability 10%
• loading 10%
• solutions 10%
• engineering 10%
• computerized simulation 10%
• algorithms 10%

Engineering

• Fluid 100%
• Material Point Method 100%
• Stabilized Material 100%
• Large Deformation 80%
• Material Point 50%
• Reduced Integration 50%
• Recovery 30%
• Applicability 20%
• Square Approximation 20%
• Development 20%
• Failure (Mechanical) 20%
• Geotechnical Engineering 10%
• Step Size α 10%
• Numerical Implementation 10%
• Finite Element Method 10%
• Computational Complexity 10%
• Demonstrates 10%
• Limitations 10%
• Pile Installation 10%
• Significant Progress 10%
• Soil Mass 10%
• Dynamic Field 10%
• Computer Simulation 10%
• Quantification 10%
• Lagrangian Method 10%
• Dams 10%
• Fields 10%
• Mapping 10%
• Geotechnical Application 10%
• Detrimental Effect 10%
• Soil Structure Interactions 10%
• Dynamic Effect 10%
• Deformation Process 10%
• Failure Process 10%
• Numerical Modeling 10%
• Excavation 10%
• Eulerian Method 10%
• Mesh Distortion 10%
• Coupled Analysis 10%
• Drainage 10%
• Supports 10%

Earth and Planetary Sciences

• Interpolation 60%
• Pore Pressure 50%
• Soil 40%
• Formulation 30%
• Stable 30%
• Slope 20%
• Failure 20%
• Condition 20%
• Thesis 20%
• Square 20%
• Bar 20%
• Footing 20%
• Dam Failure 10%
• Underground Excavation 10%
• Literature 10%
• Complexity 10%
• Order 10%
• Installing 10%
• Stability 10%
• Constraint 10%
• Mesh 10%
• Progress 10%
• Failure Mechanism 10%
• Geotechnical Engineering 10%
• Free Vibration 10%
• Increasing 10%
• Accuracy 10%
• Soil-Structure Interaction 10%
• Pressure Distribution 10%
• Mathematical Model 10%
• Summary 10%
• Selection 10%
• Extension 10%
• Mitigation 10%
• Evaluation 10%
• Runoff 10%
• Assessment 10%
• Community 10%
• Pressure Oscillation 10%
• Shape 10%
• Cartography 10%
• Aspect 10%
• Numerical Modeling 10%
• Support 10%
• Bearing Capacity 10%
• Need 10%
• Regime 10%