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Pépite | Etude expérimentale du calcaire et la constitution de modèle micro-macro pour les roches typiquement poreuses

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Figure

Fig. 2 Schematic presentation of the autonomous and auto-compen- auto-compen-sated triaxial system
Fig. 3 Volumetric strain versus effective hydrostatic stress in hydrostatic compression tests with 5 MPa interstitial pressure (with and without permeability measurement)
Fig. 13 Decomposition of volumetric strain for the triaxial test under an effective confining pressure of 35 MPa
Fig. 1 Comparisons of stress–strain curves between drained triaxial compression tests with a constant pore pressure (P i = 5 MPa) [14]
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