Keyphrases
Anchorage
33%
Bifurcation Criterion
33%
Clay
100%
Clay Deposit
66%
Computer Program
33%
Coupled Dynamic Analysis
33%
Cove
33%
Cyclic Loading
100%
Cyclic Strength
33%
Cyclic Test
33%
Destructuration
66%
Earthquake
100%
Geotechnical Problems
33%
High-quality Sample
33%
Induced Failures
33%
Intact Samples
33%
Large Deformation
33%
Material Nonlinearity
33%
Modelling Activity
33%
Monotonic Test
33%
Natural Clay
66%
Natural Structures
33%
Nonlinear Constitutive Model
33%
Number of Cycles
33%
Pore Pressure Buildup
33%
Reconstituted Samples
33%
Retention System
33%
Seismic Shaking
33%
Seismicity
33%
Sensitive Clay
33%
Slope Failure
33%
Strength Degradation
66%
Strength Loss
100%
Stress Conditions
33%
Stress number
33%
Stress Path
33%
Undrained Strength
33%
Engineering
Clay Deposits
66%
Conservative Assumption
33%
Constitutive Model
33%
Cyclic Loading
100%
Induced Failure
33%
Large Deformation
33%
Material Nonlinearity
33%
Natural Structure
33%
Retention System
33%
Seismicity
33%
Slope Failure
33%
Strength Degradation
66%
Strength Loss
100%
Stress Condition
33%
Stress Path
33%
Earth and Planetary Sciences
Cyclic Loading
100%
Dynamic Analysis
33%
Nonlinearity
33%
Pore Pressure
33%
Seismicity
33%
Slope Failure
33%