Simulation of earthquake-induced slope deformation using SPH method

Wei Chen, Tong Qiu

Research output: Contribution to journalArticle

14 Citations (Scopus)

Abstract

This paper presents the development, calibration, and validation of a smoothed particle hydrodynamics (SPH) model for the simulation of seismically induced slope deformation under undrained condition. A constitutive model that combines the isotropic strain softening viscoplasticity and the modified Kondner and Zelasko rule is developed and implemented into SPH formulations. The developed SPH model accounts for the effects of wave propagation in the sliding mass, cyclic nonlinear behavior of soil, and progressive reduction in shear strength during sliding, which are not explicitly considered in various Newmark-type analyses widely used in the current research and practice in geotechnical earthquake engineering. Soil parameters needed for the developed model can be calibrated using typical laboratory shear strength tests, and experimental or empirical shear modulus reduction curve and damping curve. The strain-rate effects on soil strength are considered. The developed SPH model is validated against a readily available and well-documented model slope test on a shaking table. The model simulated slope failure mode, acceleration response spectra, and slope deformations are in excellent agreement with the experimental data. It is thus suggested that the developed SPH model may be utilized to reliably simulate earthquake-induced slope deformations. This paper also indicates that if implemented with appropriate constitutive models, SPH method can be used to model large-deformation problems with high fidelity.

Original languageEnglish (US)
Pages (from-to)297-330
Number of pages34
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
Volume38
Issue number3
DOIs
StatePublished - Feb 25 2014

Fingerprint

Earthquakes
Hydrodynamics
hydrodynamics
earthquake
simulation
Constitutive models
Soils
Shear strength
shear strength
sliding
Viscoplasticity
viscoplasticity
method
particle
earthquake engineering
Wave propagation
Failure modes
soil strength
shear modulus
geotechnical engineering

All Science Journal Classification (ASJC) codes

  • Computational Mechanics
  • Materials Science(all)
  • Geotechnical Engineering and Engineering Geology
  • Mechanics of Materials

Cite this

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Simulation of earthquake-induced slope deformation using SPH method. / Chen, Wei; Qiu, Tong.

In: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 38, No. 3, 25.02.2014, p. 297-330.

Research output: Contribution to journalArticle

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