Keyphrases
Anisotropic Material
8%
Asphalt Pavement
5%
Cohesion
5%
Cohesive-frictional
6%
Cohesive-frictional Materials
22%
Critical Speed
9%
Cross-anisotropic
12%
Cyclic Load
7%
Dynamic Shakedown
11%
Earth Structure
8%
Elastic Stress Field
6%
Flexible Pavement
11%
Flexible Road Pavements
8%
Friction Angle
7%
Half-space
16%
Layered Pavement
16%
Mohr-Coulomb Material
6%
Moving Load
33%
Moving Surface
27%
Moving Train Load
7%
Multilayered Pavement
7%
Non-associated Plastic Flow
6%
Pavement
45%
Pavement Design
23%
Pavement Material
7%
Pavement System
7%
Plastic Flow Rule
7%
Railway Substructure
25%
Residual Settlement
6%
Residual Stress
14%
Residual Stress Field
15%
Road Pavement
10%
Shakedown
100%
Shakedown Analysis
50%
Shakedown Limit
76%
Shakedown Theorem
23%
Shakedown Theory
30%
Slab Track
20%
Soil Materials
8%
Stiffness Modulus
6%
Stiffness Variation
7%
Stress Path
6%
Substructure
11%
Surface Load
30%
Temperature Effect
5%
Three-dimensional (3D)
35%
Traffic Load
6%
Train Load
18%
Train Speed
7%
Two-layer
6%
Engineering
Activated Slag
10%
Anisotropic
17%
Asphalt Pavements
7%
Assuming
10%
Compressed Air Energy Storage
5%
Compressive Strength
7%
Contact Area
10%
Critical Element
5%
Critical Speed
11%
Cyclic Loads
12%
Design Load
5%
Design Method
7%
Elastic Stress
7%
Elastic Stress Field
8%
Finite Element Method
12%
Finite Element Modeling
7%
Flow Rule
7%
Friction Angle
15%
Layer Thickness
7%
Load Limits
10%
Material Parameter
5%
Mohr-Coulomb Material
10%
Moving Load
39%
Moving Surface
34%
Moving Traffic
7%
Numerical Methods
8%
Pavement Design
25%
Pavement Engineering
6%
Pavement Material
14%
Pavement System
6%
Permanent Deformation
6%
Plastic Deformation
8%
Plastic Flow Rule
11%
Plastic Structure
7%
Railway
9%
Residual Settlement
10%
Residual Stress
38%
Road Pavement
18%
Shakedown
39%
Slab Track
20%
Speed Train
10%
Step Approach
10%
Stiffness Modulus
9%
Stress Field
22%
Stress Path
10%
Structural Design
7%
Subgrade
6%
Term Response
5%
Theoretical Basis
6%
Two Dimensional
6%
