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Keyphrases
Associated Flow Rule
25%
Bingham Model
75%
Cohesive Soil
25%
Convergent Solution
25%
Drucker-Prager
25%
Drucker-Prager Criterion
25%
Drucker-Prager Model
25%
Elastic-plastic Behavior
25%
Equivalent Viscosity
25%
Failure Pattern
25%
Finite Element Analysis
25%
Finite Element Method
50%
Horizontal Axis
25%
Initial Stress
25%
Large Deformation
100%
Limit Equilibrium Method
50%
Material Deformation
25%
Modeling Algorithm
25%
Particle Displacement
25%
Post-failure
25%
Safety Factor
50%
Safety Value
50%
Slope Angle
25%
Slope Failure
100%
Slope Stability
25%
Slope Stability Analysis
50%
Smoothed Particle Hydrodynamics
100%
Soil Behavior
25%
Soil Constitutive Model
25%
Soil Materials
50%
Soil Particles
25%
Soil Strength Parameters
25%
Strength Reduction Method
50%
Viscoplastic Model
25%
Engineering
Cohesive Soil
25%
Constitutive Model
25%
Convergent
25%
Equilibrium Method
50%
Factor of Safety
50%
Finite Element Analysis
75%
Flow Rule
25%
Fluid Model
75%
Fluid Viscosity
25%
Horizontal Axis
25%
Hydrodynamics
100%
Large Deformation
100%
Slope Angle
25%
Slope Failure
100%
Slope Stability
75%
Soil Particle
25%
Stability Analysis
50%
Strength Parameter
25%