Keyphrases
Discrete Element Method
100%
Monte Carlo Method
100%
Hydraulic Load
100%
Gap-graded Soil
100%
Hydraulic Response
100%
Clogging
75%
Fines Content
75%
Statistical Distribution
50%
Grain Size Distribution
50%
Kappa Coefficient
50%
Void Fraction
50%
Suffusion
50%
Ratio Distribution
50%
Fine Fraction
50%
Primary Fabric
50%
Loading History
25%
Numerical Results
25%
Mass Loss
25%
Water Flow
25%
Load-bearing
25%
Hydraulic Conductivity
25%
Monte Carlo Simulation
25%
Filtration
25%
Hydraulic Gradient
25%
Unclogging
25%
Critical Hydraulic Gradient
25%
Soil Mass
25%
Internal Erosion
25%
Hydraulic Performance
25%
Seepage
25%
Fines Migration
25%
Internal Instability
25%
Pilot-scale Experiment
25%
Pore Space
25%
Permeation Process
25%
Time Prediction
25%
Seepage Path
25%
Pore Pressure Distribution
25%
Soil Skeleton
25%
Nonparametric Bounds
25%
Filtrate
25%
K Content
25%
Kozeny-Carman Equation
25%
Suffusion Susceptibility
25%
Earth and Planetary Sciences
Grain Size
100%
Void Ratio
100%
Discrete Element Method
100%
Statistical Distribution
100%
Real Time
50%
Pressure Distribution
50%
Hydraulic Conductivity
50%
Water Flow
50%
Pore Pressure
50%
Pore Space
50%
Head Flow
50%
Engineering
Element Method
100%
Discrete Element
100%
Hydraulics
100%
Monte Carlo Approach
100%
Fine Content
37%
Statistical Distribution
25%
Hydraulic Gradient
25%
K Value
25%
Distribution Ratio
25%
Internals
12%
Pressure Distribution
12%
Progression
12%
Mass Loss
12%
Soil Mass
12%
Internal Instability
12%
Pore Space
12%
Loading History
12%
Carman-Kozeny Equation
12%
Scale Experiment
12%