Keyphrases
Bank Angle
100%
Bank Slope
66%
Bank Stability
33%
Circular Arc
33%
Cohesion
33%
Complex Stability
33%
Excess Shear Stress
66%
Experiment Modeling
100%
Field Soil
33%
Finite Element
33%
Flow Concentration
33%
Geographical Location
33%
Groundwater Seepage
100%
Large-scale Failures
33%
Lateral Subsurface Flow
66%
Loamy Sand
33%
Lysimeter Experiment
100%
Non-cohesive Sediment
100%
Non-cohesive Soil
33%
Pore Water Pressure
33%
Sand
66%
Sand Content
33%
Sandy Soil
33%
Sediment Concentration
33%
Sediment Transport Model
100%
Seepage
66%
Seepage Face
33%
Seepage Parameters
33%
Slip Surface
33%
Soil Lysimeter
33%
Soil Pore Water
33%
Stability Approach
33%
Stability Model
33%
Stability Modeling
100%
Streambank Erosion
33%
Stress Equations
66%
Tensiometer
33%
Tension Crack
66%
Two Dimensional
33%
Earth and Planetary Sciences
Destabilization
25%
Earth Surface Sediment Transport
75%
Groundwater
100%
Laboratory Experiment
25%
Loamy Sand
25%
Lysimeters
100%
Porewater
25%
Sandy Soil
25%
Subsurface Flow
50%
Tensiometer
25%
Water Pressure
25%
Water Seepage
100%
Engineering
Bank Angle
100%
Circular Arc
33%
Finite Element Method
33%
Geographical Location
33%
Noncohesive Sediment
100%
Pore Water Pressure
33%
Predicted Model
33%
Sand Content
33%
Sandy Soil
33%
Slip Surface
33%
Subsurface
66%
Two Dimensional
33%