Keyphrases
Maximum Likelihood Method
100%
Liquefaction Potential
100%
Soil Liquefaction Assessment
100%
Safety Factor
62%
Probability of Liquefaction
25%
Cyclic Stress Ratio
25%
Cyclic Resistance
25%
Loss of Life
12%
Deterministic Model
12%
Standard Penetration Test
12%
Cone Penetration Test
12%
Simplified Method
12%
Liquefaction
12%
Soil Liquefaction
12%
Seismic Load
12%
Engineering Practice
12%
Soil Ground
12%
Undisturbed Sample
12%
Shear Resistance
12%
In-situ Test
12%
Ground Failure
12%
Liquefaction Assessment
12%
Loading Resistance
12%
Catastrophic Events
12%
Great Earthquake
12%
Component Level
12%
Performance-based Seismic Design
12%
Cyclic Shear
12%
Corresponding Measures
12%
Event Investigation
12%
Cyclic Shear Stress
12%
Deterministic Assessment
12%
Engineering
Maximum Likelihood
100%
Factor of Safety
100%
Soil Liquefaction
100%
Cyclic Stress
40%
Resistance Ratio
40%
Stress Ratio
40%
Dimensionless
20%
Standard Penetration Test
20%
Cone Penetration Test
20%
Engineering
20%
Field Observation
20%
Shear Resistance
20%
Situ Test
20%
Seismic Loading
20%
Theoretical Basis
20%
Performance-Based Earthquake Engineering
20%
Applied Shear Stress
20%
Component Level
20%
Catastrophic Event
20%