1. Reference problem#
1.1. Geometry#
Fig. 1.1 height: \(h=1\) m, width: \(l=1\) m, thickness: \(e=1\) m#
1.2. Material properties#
The values used for the sixteen parameters of the Barcelona model are given in v7.31.123-parametres_barcelone
.
The properties of fluids (dry gas and liquid water) and of diffusion within the solid skeleton, necessary to solve the coupled calculation LIQU_GAZ, are presented in Section 1.3.
1.3. Boundary conditions and loads#
The capillary pressure remains constant at the value \(\mathrm{PRE1}={200}\) kPa. Likewise, the gas pressure is set to \(\mathrm{PRE2}={1}\) Pa. In the first phase of loading, isotropic compression is carried out until the average stress \(\sigma_m=-200\) kPa is reached. In the second phase, triaxial compression is carried out, during which the stress normal to the lateral faces remains equal to \(-200\) kPa, while increasing the displacement on the upper face in the compression direction (Fig. 1.1).