Abstract
Etude de la capacite portante de fondations superficielles sous charges combinees statique et cyclique en conditions non drainees (cas des plateformes offshore a gravite). Definition d'une resistance au cisaillement cyclique et d'une methode de calcul assurant la compatibilite des deformations le long de la surface de rupture; modes de rupture (deplacements cycliques, tassements, ou combinaison des deux). Exemples numeriques, avec determination des resistances au cisaillement cycliques a partir d'essais triaxiaux et de cisaillement simple direct (DSS) sur argile de Drammen, en fonction de charges typiques induites par les tempetes
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