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