Keyphrases
Liquefaction
100%
Partially Saturated Sand
69%
Sand Specimen
52%
Sand
41%
Cohesionless Soil
36%
Interaction Analysis
36%
Relative Density
34%
Cyclic Shear
34%
Degree of Saturation
32%
Shaking Table
29%
Fully Saturated
28%
Partial Saturation
25%
Liquefaction Resistance
23%
Partially Saturated
21%
Liquefaction Mitigation
21%
Shear Strain
19%
Numerical Modeling
18%
Earthquake Engineering
18%
Soil Damping
18%
Liquefiable Soil
18%
Soil-pile-structure Interaction
18%
Soil Nonlinearity
17%
Constitutive Model
16%
Induced Partial Saturation
16%
Excess Pore Water Pressure
16%
Simple Shear
15%
Clean Sand
15%
Centrifuge Test
15%
Geotechnical Engineering
14%
Excess Pore Pressure Ratio
14%
Liquefaction Potential
13%
Confining Pressure
13%
Free Field
12%
Back Pressure
12%
Fines Content
12%
Bender Element
12%
Liquefaction Test
12%
Earthquake Load
12%
Degree of Nonlinearity
12%
Simple Shear Test
12%
Specimen Preparation
12%
Liquefaction Assessment
11%
Shear Wave Velocity
11%
Damping Ratio
11%
Liquefaction Behavior
10%
Cyclic Liquefaction
10%
Dynamic Response
10%
Lateral Displacement
10%
Shear Strain Amplitude
10%
Numerical Analysis
10%
Engineering
Saturated Sand
87%
Simple Shear
72%
Degree of Saturation
39%
Shear Strain
36%
Cohesionless Soil
36%
Max
31%
Soil Pile
27%
Constitutive Model
24%
Nonlinearity
24%
Excess Pore Water Pressure
23%
Fine Content
22%
Superlattice
22%
Liquefiable Soil
22%
Earthquake Engineering
20%
Empirical Model
19%
Free Field
19%
Test Result
18%
Earthquake Load
18%
Numerical Modeling
18%
Structure Interaction
18%
Effective Stress
15%
Confining Pressure
15%
Backpressure
14%
Research Project
13%
Sandy Soil
13%
Dynamic Response
13%
Dynamic Loads
12%
Non-Linear Dynamic
12%
Experimental Result
12%
Specimen Preparation
11%
Wave Velocity
11%
Lateral Displacement
11%
Strain Amplitude
11%
Dynamic Test
10%
Damping Ratio ζ
10%
Pressure Ratio
10%
Loose Sand
10%
Excess Pore Pressure
10%
Seismic Loading
9%
Time History
9%
Centrifuge
9%
Automatization
9%
Cyclic Stress
9%
Input Motion
9%
Reconnaissance
9%
Constant Volume
9%
Experimental Finding
9%
Nonlinear Behavior
9%
Monotonic Loading
9%
Stress Ratio
9%
