Fig. 9

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Non-linear static analysis to predict the displacement of a retaining structure: (a) initial displacement; (b) displacement associated with unloading-reloading response.
Analyse statique non linéaire pour prédire le déplacement d’un ouvrage de soutènement : (a) déplacement initial ; (b) déplacement associé à la réponse en décharge-recharge.
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