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