Erosion of noncohesive sediment by ground water seepage: Lysimeter experiments and stability modeling

Keyphrases

• Experiment Modeling 100%
• Sediment Transport Model 100%
• Groundwater Seepage 100%
• Non-cohesive Sediment 100%
• Bank Angle 100%
• Lysimeter Experiment 100%
• Stability Modeling 100%
• Sand 66%
• Lateral Subsurface Flow 66%
• Seepage 66%
• Excess Shear Stress 66%
• Stress Equations 66%
• Tension Crack 66%
• Bank Slope 66%
• Two Dimensional 33%
• Finite Element 33%
• Cohesion 33%
• Complex Stability 33%
• Stability Model 33%
• Sediment Concentration 33%
• Sandy Soil 33%
• Slip Surface 33%
• Tensiometer 33%
• Soil Lysimeter 33%
• Stability Approach 33%
• Seepage Face 33%
• Flow Concentration 33%
• Pore Water Pressure 33%
• Large-scale Failures 33%
• Geographical Location 33%
• Soil Pore Water 33%
• Circular Arc 33%
• Seepage Parameters 33%
• Streambank Erosion 33%
• Non-cohesive Soil 33%
• Field Soil 33%
• Sand Content 33%
• Loamy Sand 33%
• Bank Stability 33%

Earth and Planetary Sciences

• Lysimeters 100%
• Groundwater 100%
• Water Seepage 100%
• Earth Surface Sediment Transport 75%
• Subsurface Flow 50%
• Porewater 25%
• Laboratory Experiment 25%
• Sandy Soil 25%
• Tensiometer 25%
• Destabilization 25%
• Loamy Sand 25%
• Water Pressure 25%

Engineering

• Noncohesive Sediment 100%
• Bank Angle 100%
• Subsurface 66%
• Finite Element Method 33%
• Two Dimensional 33%
• Predicted Model 33%
• Geographical Location 33%
• Circular Arc 33%
• Sandy Soil 33%
• Pore Water Pressure 33%
• Slip Surface 33%
• Sand Content 33%