Lois élastoplastiques avec critère de type parabolique: Revue Française de Génie Civil: Vol 1, No 3

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Ce type de loi élastique parfaitement plastique peut être utilisé pour décrire de manière approchée le comportement de certaines roches nonfissurées ou du béton non armé. Les deux lois employées couramment sont la loi dite du critère parabolique et la loi de Hoek et Brown.

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