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Fully coupled dynamic analysis of an earth dam
G Elia, A Amorosi, Andrew Chan, MJ Kavvadas
Civil Engineering
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Article
43
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Dive into the research topics of 'Fully coupled dynamic analysis of an earth dam'. Together they form a unique fingerprint.
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Keyphrases
Excess Pore Water Pressure
100%
Fully Coupled Dynamic Analysis
100%
Earth Dam
100%
Seismic Load
100%
Foundation Soil
100%
Construction Stage
50%
Plastic Strain
50%
Cumulative Plastic Strain
50%
Loading Conditions
50%
Laboratory Results
50%
Damping Parameter
50%
Embankment Material
50%
Deformation Pattern
50%
Dynamic Performance
50%
Multi-surface
50%
Earthquake Shaking
50%
Effective Stress Principle
50%
Variable Stress
50%
Stress Softening
50%
Reservoir Impoundment
50%
Geological History
50%
Foundation Deposit
50%
Viscous Damping
50%
Structured Soil
50%
Homogeneous Earth Dam
50%
Decoupled Finite Element Method
50%
Elastoplastic Model
50%
Soil Dam
50%
Overall Behaviors
50%
Seismic Behavior
50%
Earthquake Records
50%
Dam Construction
50%
Permanent Displacement
50%
Constitutive Model Parameters
50%
Hardening Parameter
50%
Hysteretic Damping
50%
Downstream Slope
50%
Engineering
Constitutive Model
100%
Excess Pore Water Pressure
100%
Finite Element Analysis
50%
Construction Stage
50%
Plastic Strain
50%
Test Result
50%
Model Parameter
50%
State Variable
50%
Dynamic Performance
50%
Initial State
50%
Effective Stress
50%
Damping Parameter
50%
Return Period
50%
Severe Seismic Loading Condition
50%
Hardening Parameter
50%
Seismic Loading
50%
Seismic Behavior
50%
Downstream Slope
50%
Earth and Planetary Sciences
Porewater
100%
Water Pressure
100%
Dynamic Analysis
100%
Earth Dam
100%
Return Period
50%
Dam Construction
50%
Viscous Damping
50%