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, Sites Internet

, Elle présente les paramètres de classification des massif rocheux utilisés dans le critère de Hoek-Brown

, Tableau A -11 : Gelogical strength index GSI

. Tableau-a--12, Guide pour estimer la valeur du paramètre D utilisé dans le critère de Hoek-Brown (tiré de Hoek et Brown, 2019.

C. Figure, Comparaison entre les essais expérimentaux réalisés à des contraintes normales équivalentes, vol.6

, b-e) montrent le comportement des éprouvettes 24rb à 0,74 et 0,8 MPa et (c-f) montrent le comportement des éprouvettes 24rb à 1 MPa Les lettres a-b-c-e-f-g et

, L'évolution des contraintes tangentielles et de la dilatance en fonction de la contrainte normale est présentée dans e chapitre 2 pour les essais 18rb et 25r. Nous présentons dans la figure qui suit le résultat pour les éprouvettes 12rb et 24rb