.. _V2.03.200:

**v2.03.200** SDLP200 — Comparison of the earthquake resistance of a homogeneous embankment between POST_NEWMARK and GeoSlope
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**Summary:**

This test compares the results of estimating the static and dynamic safety factor for a homogeneous embankment by POST_NEWMARK with the GeoSlope software, whose solution is part of the verification file of this software for the Newmark method [:ref:`1 <1>`].


.. toctree::
    :hidden:

    self

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

    Probl_me_de_r_f_rence
    Solution_de_r_f_rence
    Mod_lisation_A
    Mod_lisation_B
    Analyse_des_r_sultats
    Bibliographie