Keyphrases
Adjacent Structures
8%
Cumulative Dissipated Energy
8%
Cumulative Energy
35%
Cyclic Behavior
10%
Cyclic Liquefaction
10%
Cyclic Load
10%
Cyclic Test
16%
Dip Direction
10%
Dissipated Energy
10%
Energy-based
50%
Energy-based Approach
58%
Flow Failure
8%
Flow Type
8%
Foundation Soil
16%
Granular Soil
18%
Inclined Terrain
18%
Initial Liquefaction
8%
Initial Shear Stress
100%
Initial Static Shear Stress
18%
Instability Onset
8%
Linear Shear
10%
Liquefaction
43%
Liquefaction Potential
58%
Liquefaction Resistance
10%
Liquefiable Ground
50%
Monotonic Test
16%
Offshore Earthquake
8%
Offshore Environment
10%
Oval-shaped
10%
Pore Water Pressure
28%
Post-liquefaction
25%
Post-liquefaction Behaviour
50%
Self-weight
8%
Shear Stress
10%
Shear Stress Level
35%
Simple Shear Test
8%
Slope Soil
8%
Softening Response
8%
Soil Behavior
16%
Strain Hardening
8%
Stress Conditions
10%
Stress Path
10%
Stress-driven
10%
Stress-induced
8%
Submarine
60%
Submarine Slope
10%
Subway Traffic
16%
Subway Tunnel
50%
Typical Soils
8%
Water Energy
18%
Engineering
Adjacent Structure
8%
Cyclic Loads
10%
Dip Direction
10%
Energy Engineering
100%
Granular Soil
18%
Induced Stress
8%
Pore Water Pressure
28%
Simple Shear
8%
Soil Slope
8%
Strain Hardening
8%
Stress Condition
10%
Stress Level
35%
Stress Path
10%
Subway Tunnel
50%
Test Apparatus
25%
Test Result
18%
