Engineering
Deformation
100%
Clay Soil
100%
Creep
100%
Characteristics
100%
Anisotropic
40%
Secondary Consolidation
40%
Coefficient of Variation
40%
Random Field
40%
Young's Modulus
40%
Finite Element Modeling
40%
Two Dimensional
20%
Reliability
20%
Soil Parameter
20%
Permeability Coefficient
20%
Blockage Effect
20%
Consolidation Theory
20%
Creep Model
20%
Consolidation Characteristic
20%
Simulation
20%
Research
20%
Design
20%
Low Permeability
20%
Significant Influence
20%
Earth and Planetary Sciences
Clay Soil
100%
Deformation
100%
Time
100%
Variability
100%
Consolidation
100%
Coefficient
62%
Creep
62%
Variation
50%
Model
37%
Soil
37%
Permeability
37%
Modulus of Elasticity
25%
Creep Analysis
12%
Simulation
12%
Research
12%
Reliability
12%
Sample
12%
Show
12%
Parameter
12%
Physics
Deformation
100%
Variability
100%
Clay
100%
Coefficients
83%
Variations
66%
Modulus of Elasticity
33%
Behavior
33%
Creep Analysis
16%
Simulation
16%
Model
16%
Region
16%
Independent Variables
16%
Reliability
16%
Mathematics
Spatial Variability
100%
Characteristics
100%
Random Field
40%
Young Modulus
40%
Variations
40%
Finite Element Methods
40%
Vertical Direction
20%
Simulation Model
20%
Statistical Dispersion
20%
Parameters
20%
Samples
20%
Constant
20%
Material Science
Consolidation
100%
Clay
100%
Permeability
37%