#@ MODIF hoek_brown_eff Comportement  DATE 06/04/2009   AUTEUR DURAND C.DURAND 
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from cata_comportement import LoiComportement

loi = LoiComportement(
   nom            = 'HOEK_BROWN_EFF',
   doc = """Relation de comportement de Hoek et Brown modifiée pour la modélisation du comportement
   des roches [R7.01.18] pour la mécanique pure. Le couplage est formulé en contraintes effectives.
   Pour faciliter l'intégration de ce modèle, on peut utiliser le re-découpage local du pas de temps 
   (ITER_INTE_PAS).""",
   num_lc         = 9999,
   nb_vari        = 3,
   nom_vari       = ('GAMMAECR','DPVOLEQ','INDIPLAS'),
   mc_mater       = ('ELAS', 'HOEK_BROWN'),
   modelisation   = ('THM'),
   deformation    = ('PETIT', 'PETIT_REAC', 'EULER_ALMANSI','REAC_GEOM', 'GREEN','GREEN_GR'),
   nom_varc       = ('TEMP',),
   schema         = ('IMPLICITE',),
   type_matr_tang = ('PERTURBATION', 'VERIFICATION'),
   proprietes     = None,
)

