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Simulation of earthquake-induced slope deformation using SPH method
Wei Chen
, Tong Qiu
Civil and Environmental Engineering
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Dive into the research topics of 'Simulation of earthquake-induced slope deformation using SPH method'. Together they form a unique fingerprint.
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Keyphrases
Smoothed Particle Hydrodynamics
100%
Earthquake-induced
100%
Slope Deformation
100%
Hardening-softening
66%
Model Slope
66%
Three-dimensional (3D)
33%
Hydrodynamic Formulation
33%
Cyclic Loading
33%
Constitutive Model
33%
Dynamic Response
33%
Isotropic Hardening
33%
Strain Hardening
33%
Shaking Table
33%
Type Analysis
33%
Sliding Mass
33%
Nonlinear Soil Behavior
33%
Slope Test
33%
Engineering
Hydrodynamics
100%
Constitutive Model
50%
Hydrodynamic Model
50%
Cyclic Loading
50%
Isotropic Hardening
50%
Strain Hardening
50%
Dynamic Response
50%
Analysis Type
50%