Keyphrases
Site Response Analysis
60%
Soil Behavior
57%
Discrete Element Method
52%
Constitutive Model
45%
Central North America
44%
Eastern North America
44%
Ground Motion
42%
Soil Model
41%
Inverse Analysis
38%
Site Amplification
36%
Deep Excavation
34%
Ground Movement
29%
Numerical Simulation
28%
Earthquake
27%
Discrete Element Modeling
26%
Amplification Model
26%
Underground Structure
26%
Centrifuge Test
26%
Ground Settlement
25%
Neural Network
25%
Self-learning Simulation
24%
Vs30
24%
Seismic Response
24%
Nonlinear Site Response Analysis
23%
Small Strain
22%
Dynamic Centrifuge Test
21%
Equivalent Linear
19%
Material Model
19%
Construction Activities
19%
Stress-strain
19%
Shear Strain
19%
Shear Wave Velocity
18%
Sand
18%
Dynamic Soil Behavior
18%
Dense Sand
18%
Three-dimensional (3D)
18%
Soil Profile
18%
Granular Materials
18%
Ground Deformation
18%
Liquefaction
18%
Mississippi Embayment
17%
Downhole Array
17%
Urban Excavation
16%
Lateral Spreading
16%
Pore Pressure Generation
16%
Probabilistic Seismic Hazard Analysis
15%
Braced Excavation
15%
Laboratory Testing
15%
Seismic Site Response
15%
Damping Curves
15%
Engineering
Ground Movement
100%
Discrete Element
66%
Constitutive Model
66%
One Dimensional
51%
Element Method
44%
Deep Excavation
37%
Computer Simulation
33%
Underground Structures
27%
Shear Strain
26%
Seismic Response
24%
Construction Activity
24%
Finite Element Method
23%
Numerical Modeling
21%
Infrastructure
20%
Field Measurement
20%
Dense Sand
19%
Shear Wave Velocity
19%
Shear Strength
18%
Material Model
18%
Centrifuge
18%
Underground Space
17%
Numerical Model
16%
Fouling
16%
Pore Water Pressure
16%
Simple Shear
16%
Field Observation
15%
Metro
15%
Ground Surface
15%
Engineering
14%
Illustrates
14%
Shear Modulus
14%
Model Parameter
14%
Input Motion
14%
Shallower
13%
Nonlinearity
13%
Tall Buildings
13%
Construction Staging
13%
Soil Structure Interactions
13%
Effective Stress
13%
Seismic Loading
12%
Seismic Design
12%
Centrifuge Testing
12%
Ballasted Track
11%
Field Data
11%
Ballast Layer
11%
Two Dimensional
11%
Site Condition
11%
Loading Condition
10%
Particle Aggregate
10%
Boundary Value
10%
