Engineering
Base Model
12%
Bearing Capacity
21%
Coaxiality
30%
Computer Simulation
27%
Constitutive Model
27%
Convergence Problem
9%
Cyclic Loading
15%
Dense Sand
9%
Directional
33%
Earthquake Loading
12%
Effective Confining Pressure
8%
Energy Engineering
16%
Engineering Problem
16%
Excess Pore Water Pressure
9%
Experimental Result
29%
Finite Element Method
35%
Flow Rule
17%
Geotechnical Engineering
18%
Initial Condition
11%
Kinematic Hardening
49%
Kinematic Hardening Model
9%
Loading Condition
13%
Loading Path
16%
Middle Surface
18%
Model Prediction
24%
Nonconvergence
9%
Numerical Implementation
29%
Numerical Prediction
10%
Offshore Foundation
14%
Plastic Strain
10%
Plastic Strain Rate
25%
Pore Water Pressure
10%
Principal Axis
14%
Radial Strain
14%
Saturated Sand
14%
Shallow Foundation
15%
Shear Behavior
14%
Shear Strength
11%
Shearing
25%
Simple Shear
89%
Strain Behavior
14%
Strain Rate
15%
Stress Path
20%
Stress Rate
38%
Stress Space
11%
Stress State
25%
Stress-Strain Relations
26%
Test Result
38%
Wave Loading
14%
Yield Surface
18%
Keyphrases
Behavioral State
14%
Bi-directional Simple Shear
19%
Bounding Surface
12%
Clay
9%
Constitutive Model
18%
Direct Simple Shear
14%
Direct Simple Shear Test
10%
Elastoplastic Model
9%
Elastoplastic Soil
11%
Foundation Bearing Capacity
10%
General Stress
9%
Generalized Trapezoidal
9%
Granular Materials
25%
Granular Solids
11%
Hardening Soil Model
18%
Initial Shear Stress
9%
Kinematic Hardening
19%
Liquefaction
15%
Loading Path
9%
Model Prediction
11%
Multi-direction
10%
Non-coaxial
58%
Non-coaxiality
27%
Numerical Analysis
15%
Numerical Implementation
15%
Numerical Results
10%
Numerical Simulation
23%
Plastic Strain Ratio
10%
Principal Stress
17%
Principal Stress Rotation
100%
Radial Strain
14%
Sand
46%
Saturated Sand
14%
Shallow Foundation
12%
Shear Behavior
11%
Shear Loading
18%
Shear Stress
25%
Simple Shear
30%
Simple Shear Test
14%
Soil Behavior
14%
Soil Model
57%
State Parameter
10%
Strain Behavior
14%
Stress Path
12%
Stress Rate
15%
Stress Space
9%
Stress State
15%
Stress-strain
23%
Stress-strain Response
13%
Yield Surface
11%
