344
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
6 REMERCIEMENTS
Les auteurs remercient le FEDER (Fonds européen de
développement régional) et le groupe Lhoist pour leur soutien et
leurs encouragements.
Figure 7. Evolution du module en fonction de la contrainte totale de
confinement pour différentes valeurs du déviateur de contrainte.
Figure 8. Evolution du module en fonction de la déformation axiale
pour différentes valeurs de contrainte de confinement.
Figure 9. Evolution du module en fonction du déviateur de contrainte
pour différentes valeurs de contrainte de confinement.
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