Keyphrases
Analytical Design
6%
Anisotropic Material
6%
Asphalt Pavement
7%
Cohesive-frictional
6%
Cohesive-frictional Materials
23%
Critical Speed
6%
Cross-anisotropic
8%
Cyclic Load
6%
Dynamic Shakedown
10%
Earth Structure
7%
Flexible Pavement
10%
Flexible Road Pavements
8%
Half-space
18%
Induced Stress
6%
Layered Pavement
19%
Mohr-Coulomb Material
6%
Moving Load
29%
Moving Surface
30%
Moving Train Load
8%
Multilayered Pavement
7%
Open Trench
6%
Pavement
41%
Pavement Design
19%
Pavement Material
9%
Pavement System
7%
Permanent Deformation
6%
Plastic Flow Rule
6%
Railway Substructure
24%
Residual Settlement
6%
Residual Stress
15%
Residual Stress Field
13%
Road Pavement
12%
Sand
6%
Shakedown
100%
Shakedown Analysis
40%
Shakedown Limit
71%
Shakedown Theorem
20%
Shakedown Theory
32%
Slab Track
18%
Stiffness Modulus
6%
Storage Cavern
6%
Stress Path
8%
Substructure
10%
Subway Train
6%
Surface Load
33%
Temperature Effect
7%
Three-dimensional (3D)
37%
Train Load
16%
Two-layer
7%
Underground Energy Storage
6%
Engineering
Anisotropic
18%
Asphalt Pavements
9%
Assuming
10%
Autogenous Shrinkage
6%
Compressed Air Energy Storage
6%
Confining Pressure
6%
Contact Area
12%
Critical Element
6%
Critical Speed
10%
Cyclic Loads
12%
Design Method
7%
Elastic Stress
9%
Elastic Stress Field
7%
Energy Storage
6%
Finite Element Method
12%
Flow Rule
9%
Friction Angle
16%
Internal Pressure
6%
Layer Thickness
7%
Load Limits
9%
Material Parameter
6%
Mohr-Coulomb Material
10%
Moving Load
41%
Moving Surface
40%
Moving Traffic
9%
Numerical Methods
8%
Pavement Design
29%
Pavement Engineering
8%
Pavement Material
16%
Pavement System
8%
Permanent Deformation
7%
Plastic Deformation
9%
Plastic Flow Rule
13%
Plastic Structure
9%
Railtrack Design
6%
Residual Settlement
9%
Residual Stress
39%
Road Pavement
20%
Shakedown
44%
Slab Track
21%
Slag Cement
6%
Speed Train
12%
Step Approach
12%
Stiffness Modulus
11%
Stress Field
22%
Stress Path
12%
Structural Design
9%
Subgrade
6%
Subways
6%
Two Dimensional
7%
