.. _V6.03.136:

**v6.03.136** SSNP136 — Filament foundation test with an elastoplastic Cam-Clay law
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**Summary**

A spinning foundation test is carried out using an elastoplastic law of the Cam-Clay type. The solutions calculated under the "pure mechanical" hypothesis, without hydromechanical coupling, under monotonic loading, are compared with results from the finite element code FLAC. In modeling A, the behavior of the soil is modeled by the Cam-Clay law [:external:ref:`R7.01.14 <R7.01.14>`];

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    self

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    :maxdepth: 2
    :numbered:

    Probl_me_de_r_f_rence
    Mod_lisation_A
    Synth_se