Keyphrases
Centrifuge Modelling
100%
Seismic Response
44%
Centrifuge Test
43%
Liquefaction
40%
Centrifuge Shaking Table Test
32%
Geosynthetic-reinforced
24%
Geosynthetic-reinforced Soil Wall
23%
Dry Sand
21%
Reverse Fault
20%
Soil Liquefaction
19%
Sand Deposit
18%
Sand
17%
Reinforced Earth Wall
16%
Earthquake
15%
Sandy Soil
15%
Excess Pore Water Pressure
14%
Relative Density
14%
Bending Moment
13%
Centrifuge Experiment
13%
Liquefiable Soil
13%
Lateral Displacement
12%
Input Motion
12%
Fault Rupture
12%
Saturated Sand
12%
Shear Wave Velocity
12%
Surface Deformation
11%
Sand Bed
11%
Tip Mass
11%
Liquefiable Sand
11%
Deformation Profile
11%
Natural Frequency
10%
Base Motion
10%
Limit Equilibrium Analysis
10%
Maximum Bending Moment
9%
Reinforcement Length
9%
Liquefiable
9%
Seismic Behavior
9%
Offset Distance
9%
Internal Stability
9%
Numerical Simulation
9%
Rigid Container
9%
Reverse Fault Rupture
8%
Limit Equilibrium
8%
Dynamic Centrifuge Test
8%
Soil Ground
8%
Wall Model
8%
Wave Base
8%
Sine Wave
8%
Ground Surface
7%
Geotechnical Centrifuge
7%
Engineering
Centrifuge
40%
Seismic Response
35%
Geosynthetic Reinforced Soil
31%
Reinforced Soil Wall
26%
Test Result
24%
Soil Liquefaction
21%
Earth Wall
20%
Excess Pore Water Pressure
16%
Experimental Result
16%
Input Motion
14%
Natural Frequency
13%
Liquefiable Soil
13%
Seismic Behavior
12%
Lateral Displacement
11%
Soil Pile
11%
Pile Foundations
11%
Rigid Container
10%
Surface Deformation
10%
Maximum Bending Moment
9%
Failure Surface
9%
Saturated Sand
9%
Shear Wave Velocity
9%
Model Test
9%
Sandy Soil
9%
Internal Stability
8%
Pressure Probe
8%
Good Agreement
8%
Computer Simulation
8%
Subsurface
8%
Dynamic Response
7%
Finite Element Method
7%
Centrifuge Testing
7%
Numerical Modeling
6%
Design Guideline
6%
Structure System
6%
Bending Moment
6%
Hilbert-Huang Transform
5%
Failure Plane
5%
Fiber Bragg Grating
5%
Tensile Loads
5%
Numerical Model
5%
Slope Stability
5%
Ground Movement
5%
Seismic Loading
5%
Mechanically Stabilized Earth
5%
Pore Water Pressure
5%
Ground Surface
5%
Earth and Planetary Sciences
Liquefaction
38%
Centrifugal Model Test
36%
Centrifuge
32%
Seismic Response
24%
Shaking Table Test
20%
Reverse Fault
18%
Sandy Soil
15%
Wave Velocity
14%
Geosynthetics
13%
Reinforced Soil
11%
Bending Moment
11%
Model Test
10%
Porewater
9%
Water Pressure
9%
Centrifuge Testing
8%
Overburden
7%
Soil Structure
7%
Pore Pressure
6%
Accelerometer
6%
Dynamic Response
6%
Pressure Sensor
5%
Fault Slip
5%
Pile Group
5%
Seismic Isolation
5%
