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Fig. 12
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(a) Profil de pénétration statique CPT sur le site de Dunkerque ; (b) Module de cisaillement maximal en fonction de la profondeur (d’après Zdravković et al., 2018).
(a) Static cono penetration CPT profile at Dunkirk testing site; (b) Maximum shear modulus as a function of depth (after Zdravković et al., 2018).
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