Engineering
Simple Shear
85%
Kinematic Hardening
48%
Stress Rate
37%
Test Result
36%
Finite Element Method
34%
Directional
32%
Coaxiality
29%
Numerical Implementation
28%
Experimental Result
28%
Constitutive Model
26%
Computer Simulation
26%
Stress-Strain Relations
25%
Stress State
24%
Shearing
24%
Plastic Strain Rate
24%
Model Prediction
23%
Bearing Capacity
20%
Stress Path
19%
Geotechnical Engineering
18%
Middle Surface
17%
Yield Surface
17%
Flow Rule
16%
Energy Engineering
15%
Engineering Problem
15%
Loading Path
15%
Shallow Foundation
14%
Cyclic Loading
14%
Strain Rate
14%
Principal Axis
14%
Radial Strain
13%
Wave Loading
13%
Offshore Foundation
13%
Saturated Sand
13%
Strain Behavior
13%
Shear Behavior
13%
Loading Condition
12%
Base Model
12%
Earthquake Loading
11%
Stress Space
11%
Initial Condition
11%
Shear Strength
11%
Plastic Strain
10%
Numerical Prediction
10%
Pore Water Pressure
9%
Nonconvergence
9%
Convergence Problem
9%
Dense Sand
9%
Excess Pore Water Pressure
9%
Kinematic Hardening Model
8%
Shear Strain
8%
Keyphrases
Principal Stress Rotation
100%
Non-coaxial
57%
Soil Model
55%
Sand
45%
Simple Shear
29%
Non-coaxiality
26%
Shear Stress
24%
Granular Materials
24%
Numerical Simulation
23%
Stress-strain
22%
Bi-directional Simple Shear
18%
Kinematic Hardening
18%
Constitutive Model
18%
Hardening Soil Model
17%
Shear Loading
17%
Principal Stress
16%
Numerical Analysis
15%
Stress Rate
14%
Stress State
14%
Liquefaction
14%
Numerical Implementation
14%
Stress-strain Response
14%
Behavioral State
13%
Radial Strain
13%
Direct Simple Shear
13%
Saturated Sand
13%
Strain Behavior
13%
Simple Shear Test
13%
Soil Behavior
13%
Bounding Surface
13%
Stress Path
12%
Shallow Foundation
12%
Shear Behavior
11%
Granular Solids
11%
Yield Surface
10%
Model Prediction
10%
Elastoplastic Soil
10%
Direct Simple Shear Test
10%
Multi-direction
10%
Generalized Trapezoidal
10%
Integration Rules
10%
Implicit Integration
10%
Plastic Strain Ratio
10%
State Parameter
10%
Numerical Results
10%
Foundation Bearing Capacity
9%
Stress Space
9%
Loading Path
9%
Elastoplastic Model
9%
Clay
8%
