#@ MODIF cam_clay Comportement  DATE 06/04/2009   AUTEUR DURAND C.DURAND 
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# RESPONSABLE ELGHARIB J.ELGHARIB

from cata_comportement import LoiComportement

loi = LoiComportement(
   nom            = 'CAM_CLAY',
   doc = """Comportement élastoplastique des sols normalement consolidés (argiles par exemple). cf. R7.01.14
   La partie élastique est non-linéaire. La partie plastique peut être durcissante ou adoucissante. 
   Si le modèle CAM_CLAY est utilisé avec la modélisation THM, le mot clé PORO renseigné sous CAM_CLAY et 
   sous THM_INIT doit être le même.""",
   num_lc         = 22,
   nb_vari        = 7,
   nom_vari       = ('PCR','INDIPLAS','P','Q','EPSPVOL','EPSPEQ','INDIVIDE'),
   mc_mater       = ('ELAS','CAM_CLAY'),
   modelisation   = ('3D', 'AXIS', 'D_PLAN', 'KIT_THM'),
   deformation    = ('PETIT', 'PETIT_REAC', 'EULER_ALMANSI','REAC_GEOM', 'GREEN','GREEN_GR'),
   nom_varc       = ('TEMP'),
   schema         = 'IMPLICITE',
   type_matr_tang = ('PERTURBATION', 'VERIFICATION'),
   proprietes     = ' ',
)

