Keyphrases
Rainfall Effects
100%
Phreatic Surface
83%
Slope Instability
79%
High Rainfall
70%
Pore Air Pressure
66%
Pore Water Pressure
66%
Pressure Propagation
66%
Wave Mechanism
62%
Pre-event Water
62%
Lisse Effect
62%
Tailings Storage Facility
58%
Porous Media
58%
Wave Generation
50%
Water Table Response
50%
Pore Water
50%
Water Suction
50%
Groundwater
50%
Wetting Front
45%
Hillslope
45%
Pressure Head
45%
Unsaturated Zone
41%
Pore Pressure
37%
Air Pressure Wave
33%
Physical Mechanism
33%
Hydrological Processes
33%
Potential Failure
33%
Failure Plane
33%
Liquefaction
33%
Tensiometer
29%
Time Domain Reflectometry
29%
Hydraulic Characteristics
29%
Overtopping
29%
Fast Transmission
29%
Dry Bulk Density
29%
Induced Pressure
29%
Stability Criteria
25%
Volumetric Water Content
25%
Fine Material
16%
Soil Surface
16%
Rainfall Intensity
16%
Laboratory Work
16%
Artificial Rainfall
16%
Shallow Landslides
16%
Laboratory Observations
16%
Hydraulic Behavior
16%
Significant Quantity
16%
Erosion Problems
16%
Shear Failure
16%
Through Pore
16%
Media Characteristics
16%
Earth and Planetary Sciences
Tailings Dam
100%
Elastic Wave
100%
Transient Pressure
100%
Atmospheric Pressure
87%
Water Pressure
62%
Precipitation Intensity
62%
Pore Pressure
50%
Water Table
50%
Wave Generation
50%
Porewater
50%
Wetting Front
41%
Vadose Zone
33%
Moisture Content
31%
Hillslope
29%
Overtopping
25%
Pressure Head
25%
Bulk Density
25%
Tensiometer
25%
Time Domain Reflectometry
25%
Porosity
25%
Slope Stability
16%
Shear Strength
12%
Slope Failure
12%
Soil Column
12%
Soil Surface
12%
Diffraction
12%
Physical Process
12%
Liquefaction
12%
Port
12%
Boundary Condition
12%
Polyvinyl Chloride
6%
Mine Waste
6%
Soil Moisture
6%
Soil Hydraulic Properties
6%
Pneumatics
6%
Engineering
Elastic Wave
50%
Tailings Dam
50%
Phreatic Surface
50%
Time-Domain Reflectometry
12%
Slope Failure
12%
Pressure Head
12%
Pore Water Pressure
12%
State Variable
12%
Shear Strength
12%
Ponding
12%
Bulk Density
12%
Diffusion Mechanism
12%
Outer Edge
12%
Slope Stability
12%
Pressure Surface
12%
Application Rate
12%
Moisture Content
12%
Rainfall Intensity
12%
Storage Facility
6%
Data Port
6%
Pressure Response
6%
Soil Surface
6%
Failure Plane
6%
Artificial Rainfall
6%
Pneumatics
6%
Darcy Flow
6%
Saturated Condition
6%
Potential Failure
6%
High Water Content
6%
