Keyphrases
Cut Slope
100%
Coupled Hydro-mechanics
100%
Soft Sensitive Clay
100%
Delayed Failure
100%
Edge-based
50%
Failure Time
50%
Elasto-viscoplastic Model
50%
Anisotropy
25%
Large Deformation
25%
Pore Water Pressure
25%
Clay
25%
Modeling Approach
25%
Time Dependency
25%
Large Deformation Analysis
25%
Slope Angle
25%
Finite Element Modeling
25%
Slope Failure
25%
Major Features
25%
Lower Order
25%
Strip Footing
25%
Consolidation Test
25%
Time-dependent Deformation
25%
Predictive Ability
25%
Stabilized Methods
25%
Pore Pressure Dissipation
25%
Hydro-mechanical
25%
Particle Finite Element Method
25%
Adaptive Substepping
25%
Destructuration
25%
Sensitive Clay
25%
Smoothed Particle
25%
Angle Sensitivity
25%
Pore Pressure Generation
25%
Engineering
Large Deformation
100%
Pore Water Pressure
100%
Failure Time
50%
Major Feature
50%
Predictive Ability
50%
Particle Finite Element Method
50%
Slope Failure
50%
Slope Angle
50%
Fem Model
50%