Seismic stability analysis of piled embankments: A multiphase approach

DOI10.1002/nag.816zbMath1273.74142OpenAlexW2034766969MaRDI QIDQ2854836

Ghazi Hassen, Quang Thai Son, Patrick de Buhan

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.816

zbMATH Keywords

multiphase modelreinforcementyield designseismic analysispiled embankment

Mathematics Subject Classification ID

Stability of dynamical problems in solid mechanics (74H55) Soil and rock mechanics (74L10)

Cites Work

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• Homogenization in non-linear dynamics due to frictional contact
• Micropolar multiphase model for materials reinforced by linear inclusions
• Space-time multiscale model for wave propagation in heterogeneous media
• A two-phase model and related numerical tool for the design of soil structures reinforced by stiff linear inclusions
• Elastoplastic multiphase model for simulating the response of piled raft foundations subject to combined loadings

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