Keyphrases
Liquefaction
100%
Partially Saturated Sand
76%
Sand Specimen
57%
Sand
46%
Cohesionless Soil
40%
Relative Density
37%
Cyclic Shear
37%
Degree of Saturation
35%
Shaking Table
32%
Fully Saturated
31%
Interaction Analysis
30%
Partial Saturation
27%
Liquefaction Resistance
26%
Partially Saturated
23%
Liquefaction Mitigation
23%
Shear Strain
21%
Numerical Modeling
20%
Earthquake Engineering
20%
Soil Damping
20%
Soil Nonlinearity
19%
Constitutive Model
18%
Induced Partial Saturation
18%
Excess Pore Water Pressure
17%
Simple Shear
17%
Clean Sand
16%
Centrifuge Test
16%
Excess Pore Pressure Ratio
15%
Liquefaction Potential
15%
Confining Pressure
15%
Liquefiable Soil
15%
Free Field
14%
Back Pressure
14%
Fines Content
14%
Bender Element
13%
Liquefaction Test
13%
Earthquake Load
13%
Degree of Nonlinearity
13%
Simple Shear Test
13%
Specimen Preparation
13%
Liquefaction Assessment
12%
Shear Wave Velocity
12%
Damping Ratio
12%
Liquefaction Behavior
12%
Cyclic Liquefaction
12%
Dynamic Response
12%
Lateral Displacement
11%
Shear Strain Amplitude
11%
Numerical Analysis
11%
Saturated Specimens
11%
Geotechnical Engineering
10%
Engineering
Saturated Sand
86%
Simple Shear
79%
Degree of Saturation
42%
Shear Strain
40%
Cohesionless Soil
40%
Constitutive Model
26%
Nonlinearity
26%
Excess Pore Water Pressure
25%
Fine Content
25%
Superlattice
25%
Max
24%
Earthquake Engineering
22%
Liquefiable Soil
20%
Earthquake Load
20%
Numerical Modeling
20%
Soil Pile
20%
Test Result
19%
Free Field
18%
Confining Pressure
16%
Backpressure
15%
Research Project
15%
Sandy Soil
15%
Dynamic Response
15%
Dynamic Loads
13%
Effective Stress
13%
Experimental Result
13%
Specimen Preparation
12%
Wave Velocity
12%
Lateral Displacement
12%
Strain Amplitude
12%
Dynamic Test
12%
Empirical Model
11%
Damping Ratio ζ
11%
Loose Sand
11%
Seismic Loading
10%
Centrifuge
10%
Automatization
10%
Cyclic Stress
10%
Input Motion
10%
Reconnaissance
10%
Constant Volume
10%
Experimental Finding
10%
Nonlinear Behavior
10%
Monotonic Loading
10%
Stress Ratio
10%
Experimental Investigation
10%
Soil Structure Interactions
10%
Structure Interaction
10%
Compression Wave
10%
Seismic Risk
10%