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Fig. 3

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Illustration de l'évolution de la fonction de transfert T(ω) avant (ligne pleine grise) et après densification du sol (ligne discontinue grise) dans l'hypothèse d'un modèle bicouche sans amortissement. h1 = 20 m, Vs1 initial = 200 m/s, Vs1 final = 260 m/s, soit 30 % d'amélioration. Les courbes noires prennent en compte un amortissement théorique ζ = 0,05 (ligne noire pleine) avant densification et, par exemple, ζ = 0,04 (ligne noire discontinue) après densification.

Evolution of the transfer function T(ω) before (solid grey line) and after ground densification (dashed grey line) in case of a two layers model without damping. h1 = 20 m, Vs1 initial = 200 m/s, Vs1 final = 260 m/s, that is 30% of increase. Black lines represent cases with a theoretical damping ζ = 0.05 (solid black line) before soil densification and, for example, ζ = 0.04 (dashed black line) after works.

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