5. Earthquake-resistant retaining structures
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5.1.1 General principle
The seismic effects to be considered in a retaining wall calculation can be simulated using a pseudo-static approach, which assimilates the effects of the earthquake to equivalent inertial forces acting on both the soil mass and the retaining wall itself (figure
26
).
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Earthquake-resistant retaining structures
Bibliography
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(1) - EZZIANI (A.). -
Modélisation mathématique et numérique de la propagation d'ondes dans les milieux viscoélastiques et poroélastiques.
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Thèse de l'Université Paris Dauphine (2005).
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(2) - PECKER (A.) -
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