Fig. 14
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Numerical upper and lower bound estimates for the critical seismic coefficient of a piled embankment as functions of the reinforcement bending strength parameter (Hassen et al., 2021).
Majorants et minorants numériques du coefficient sismique critique du remblai sur inclusions rigides en fonction de la résistance en flexion des inclusions (Hassen et al., 2021).
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