.. _V6.04.197:

**v6.04.197** SSNV197 - Triaxials drained with Hujeux's law
===============================================================

*Summary*

A *triaxial calculation in pure mechanics* is carried out (equivalent to drained hydraulic conditions) with *Hujeux's law*. The calculated solutions are compared to results from the finite element code GEFDYN from École Centrale Paris. The first four models of this test are carried out with a small deformations hypothesis (DEFORMATION =' PETIT '):


* the test piece is recommended up to :math:`50\mathit{kPa}` (overconsolidated state);


* the test piece is recommended up to :math:`100\mathit{kPa}` (moderately consolidated state);




* the test piece is recommended up to :math:`200\mathit{kPa}` (normally consolidated state);


* the test piece is recommended up to :math:`100\mathrm{kPa}` (normally consolidated state), but a sample with sliding planes (linked to the deviatory mechanisms) inclined by :math:`45°` with respect to the vertical is used;

The following three tests repeat the same tests with large deformation kinematics provided by the operator GDEF_LOG :( DEFORMATION =' GDEF_LOG '):


* the test piece is recommended up to :math:`50\mathrm{kPa}` (overconsolidated state);


* the test piece is recommended up to :math:`100\mathit{kPa}` (moderately consolidated state);


* the test piece is recommended up to :math:`200\mathit{kPa}` (normally consolidated state);


.. toctree::
    :hidden:

    self

.. toctree::
    :maxdepth: 2
    :numbered:

    Probl_me_de_r_f_rence
    Mod_lisation_A
    Mod_lisation_B
    Mod_lisation_C
    Mod_lisation_D
    Mod_lisation_E
    Mod_lisation_F
    Mod_lisation_G
    Synth_se_des_r_sultats