Keyphrases
Two-point
100%
Unsaturated Soil
100%
Coupling Behavior
100%
Hydro-mechanical
100%
Material Point Method
100%
Physical Model Test
33%
Material Point
33%
Permeability Function
33%
Large Deformation Problems
33%
Air Pressure
16%
Mechanical Behavior
16%
Small Deformation
16%
Solid Phase
16%
Finite Element Analysis
16%
Liquid Phase
16%
Infiltration
16%
Elastoplastic
16%
Rainfall
16%
Landslide
16%
Effective Approach
16%
Failure Process
16%
Deformation Problem
16%
Free Water
16%
Mechanical Problems
16%
Water Retention Curve
16%
Water Retention
16%
Soil Deformation
16%
Unsaturated Soil Slope
16%
Drucker-Prager Model
16%
Porosity Change
16%
Bishop Effective Stress
16%
Engineering
Material Point Method
100%
Large Deformation
33%
Material Point
33%
Physical Model
33%
Model Test
33%
Failure Process
16%
Effective Approach
16%
Small Deformation
16%
Soil Slope
16%
Free Water
16%
Mechanical Problem
16%
Liquid Phase
16%
Finite Element Analysis
16%
Atmospheric Pressure
16%
Porosity
16%
Earth and Planetary Sciences
Unsaturated Soil
100%
Model Test
33%
Water Retention
33%
Atmospheric Pressure
16%
Liquid Phase
16%
Porosity
16%