Keyphrases
Aspect Ratio
100%
Erosion Resistance
100%
Numerical Modeling Method
100%
Pipe Resistance
100%
Terzaghi Theory
100%
Piping Erosion
100%
Soil Samples
50%
Computational Fluid Dynamics
50%
Soil Properties
50%
Discrete Element Method
50%
Specific Gravity
50%
Simulation Analysis
50%
Particle Size Distribution
50%
Demonstratives
50%
Wall Friction
50%
Dam System
50%
Dynamic Element
50%
Numerical Simulation Results
50%
Frictional Coefficient
50%
Levee Systems
50%
Flow Interaction
50%
Soil Flow
50%
Ratio Coefficient
50%
Initial Void Ratio
50%
Critical Hydraulic Gradient
50%
Engineering
Experimental Result
100%
Simulation Result
100%
Numerical Modeling
100%
Erosion Resistance
100%
Aspect Ratio
100%
Computational Fluid Dynamics
50%
Discrete Element
50%
Element Method
50%
Levee
50%
Soil Sample
50%
Good Agreement
50%
Hydraulic Gradient
50%
Particle Size Analysis
50%
Earth and Planetary Sciences
Numerical Modeling
100%
Terzaghi Theory
100%
Laboratory Experiment
50%
Soil Property
50%
Fluid Dynamics
50%
Particle Size Distribution
50%
Discrete Element Method
50%
Void Ratio
50%
Density (Mass/Volume)
50%