Keyphrases
Taiwan
84%
Liquefaction
78%
Soil Liquefaction
55%
Ground Vibration
50%
Sand
49%
Liquefaction Potential Index
43%
Chi-Chi Earthquake
37%
Model pile
35%
Vibration-induced
35%
Pile Foundation
35%
Taipei Basin
34%
Landslide
33%
Flow Pressure
33%
Railway Tunnel
33%
Rack
32%
Deformation Method
32%
Soil Liquefaction Potential
30%
Earth Dam
29%
Seismic Response
28%
1999 Chi-Chi Earthquake
27%
Cyclic Strength
27%
Earthquake
27%
Standard Penetration Test
26%
Simplified Method
26%
Shear Wave Velocity
26%
Induced Flow
26%
Coal Ash
25%
Alluvium
22%
Dynamic Compaction
22%
Reinforced Earth Embankment
22%
Pile Driving
22%
Sand Compaction pile
22%
Lateral pile
22%
Compacted Soil
22%
Exposure Time
22%
Dynamic Properties
22%
Ground Settlement
22%
Geosynthetic-reinforced
22%
Measurement Method
22%
Probability of Liquefaction
22%
Pile Response
20%
P-y Curve
20%
Compacted Earth
18%
Reliability-based
18%
Kobe Earthquake
18%
Typhoon Morakot
17%
Cyclic Resistance
17%
Post-liquefaction Settlement
16%
Ground Response
16%
Lateral Displacement
16%
Engineering
Soil Liquefaction
100%
Test Result
57%
Ground Vibration
50%
Flow Pressure
33%
Seismic Response
31%
Simplified Method
28%
Engineering
27%
Pile Group
26%
Pile Foundations
25%
Cross Section
24%
Surface Manifestation
24%
Shear Wave Velocity
22%
Sand Compaction Pile
22%
Dynamic Compaction
22%
Pile Driving
22%
Time History
22%
Exposure Time
22%
Dynamic Property
22%
Bearing Capacity
22%
Ground Settlement
22%
Resonant Frequency
22%
Ground Movement
21%
Soil Structure Interactions
19%
Induced Vibration
18%
Subgrade Reaction
17%
Mathematical Model
17%
Test Site
16%
Genetic Algorithm
16%
Rise Building
16%
Input Motion
16%
Fine Content
16%
Test Pile
15%
Optimal Design
15%
Energy Engineering
14%
Numerical Methods
14%
Internal Force
14%
Loading Cycle
14%
Railway
14%
Lateral Displacement
14%
Hydraulics
14%
Numerical Analysis
14%
High Resolution
13%
Pile Load Test
13%
Seismic Design
13%
Engineering Structure
13%
Disaster Prevention
13%
Disaster Mitigation
13%
Field Observation
13%
Field Measurement
13%
Ground Surface
12%