Fig. 14
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Variation de la conductivité hydraulique en fonction de la profondeur. Site du Barrage de Grand-Maison (Isère). K = Conductivité hydraulique perpendiculaire au sondage ; σe = contrainte normale effective perpendiculaire à K ; Po = pression interstitielle moyenne dans la zone d’essai (Doc. Louis, 1974).
Hydraulic conductivities with the depth, Grand-Maison Dam site. K = Hydraulic conductivity perpendicular to the borehole; σe = effective normal stress, perpendicular to K; Po = pore pressure in the testing area (Doc. Louis, 1974).
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