Engineering
Simple Shear
92%
Kinematic Hardening
46%
Test Result
36%
Stress Rate
35%
Finite Element Method
32%
Directional
30%
Experimental Result
29%
Computer Simulation
28%
Numerical Implementation
26%
Shearing
25%
Coaxiality
25%
Stress-Strain Relations
25%
Plastic Strain Rate
23%
Model Prediction
23%
Stress State
22%
Constitutive Model
22%
Stress Path
20%
Bearing Capacity
18%
Geotechnical Engineering
17%
Middle Surface
16%
Yield Surface
15%
Loading Path
15%
Shallow Foundation
15%
Engineering Problem
15%
Shear Behavior
14%
Flow Rule
14%
Cyclic Loading
14%
Strain Rate
12%
Earthquake Loading
12%
Initial Condition
11%
Plastic Strain
11%
Energy Engineering
11%
Principal Axis
11%
Offshore Foundation
11%
Strain Behavior
11%
Radial Strain
11%
Saturated Sand
11%
Wave Loading
11%
Loading Condition
11%
Numerical Prediction
10%
Excess Pore Water Pressure
9%
Base Model
9%
Dense Sand
9%
Stress Space
9%
Digital Elevation Model
8%
Shear Strain
8%
Shear Strength
8%
Convergence Problem
8%
Nonconvergence
8%
Pore Water Pressure
7%
Keyphrases
Principal Stress Rotation
100%
Non-coaxial
65%
Soil Model
55%
Sand
42%
Simple Shear
31%
Shear Stress
29%
Numerical Simulation
28%
Granular Materials
24%
Stress-strain
22%
Non-coaxiality
22%
Bi-directional Simple Shear
20%
Soil Behavior
17%
Numerical Analysis
17%
Kinematic Hardening
16%
Plastic Strain Ratio
16%
Principal Stress
15%
Hardening Soil Model
15%
Constitutive Model
14%
Yield Surface
14%
Shallow Foundation
14%
Stress Path
14%
Shear Loading
13%
Numerical Implementation
13%
Bounding Surface
12%
Stress Rate
12%
Stress State
12%
Simple Shear Test
12%
Cyclic Test
12%
Direct Simple Shear
11%
Shear Behavior
11%
Stress-strain Response
11%
Behavioral State
11%
Strain Behavior
11%
Radial Strain
11%
Direct Simple Shear Test
11%
Saturated Sand
11%
Elastoplastic Model
10%
Granular Solids
10%
Liquefaction
10%
Model Prediction
10%
Elastoplastic Soil
10%
Multi-direction
9%
Numerical Results
9%
Generalized Trapezoidal
8%
State Parameter
8%
Liquefaction Resistance
7%
Foundation Bearing Capacity
7%
Stress Space
7%
Directional Shear
7%
Initial Shear Stress
7%
