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#ifndef BILCONFIG_H | ||
#define BILCONFIG_H | ||
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#cmakedefine HAVE_OPENMP | ||
#cmakedefine HAVE_PTHREAD | ||
#cmakedefine HAVE_MPI | ||
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//#define BIL_CONFIG_OPTIONS "${BIL_CONFIG_OPTIONS}" | ||
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//${BIL_CONFIG_PRAGMAS} | ||
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#endif |
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# This is a comment. Put a # in the first column to comment the line. | ||
BLAS = /usr/lib/x86_64-linux-gnu/blas/libblas.so | ||
LAPACK = /usr/lib/x86_64-linux-gnu/lapack/liblapack.so | ||
SUPERLU = /usr/lib/x86_64-linux-gnu/libsuperlu.so | ||
#SUPERLU = /usr/lib/x86_64-linux-gnu/libsuperlu.so | ||
#SUPERLUMT = /home/dangla/Documents/Softwares/bil/bil-master/src/Libraries/superlu/superlu_mt-master/lib/libsuperlu_mt_OPENMP.so | ||
#SUPERLUMT = /home/dangla/Documents/Softwares/bil/bil-master/src/Libraries/superlu/superlu_mt-master/lib/libsuperlu_mt_PTHREAD.so | ||
SUPERLUDIST = /usr/local/lib/libsuperlu_dist.so | ||
#LAPACK = /usr/lib/x86_64-linux-gnu/liblapack.so | ||
#BLAS = /usr/lib/x86_64-linux-gnu/libblas.so | ||
#UEL = /home/dangla/Documents/Softwares/bil/Projects/IoannisStefanou/libUEL_64.so | ||
#GSL = /usr/lib/x86_64-linux-gnu/libgsl.so | ||
#GSLCBLAS = /usr/lib/x86_64-linux-gnu/libgslcblas.so | ||
#F2C = /usr/lib/x86_64-linux-gnu/libf2c.so | ||
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# This is a comment. Put a # in the first column to comment the line. | ||
ENABLE_OPENMP = OFF | ||
ENABLE_PTHREAD = OFF | ||
ENABLE_MPI = OFF |
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Geometry # dimension (1, 2, 3) et symétrie (axis, plan) du pb | ||
2 axis | ||
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Mesh # maillage considéré (généré avec GMSH) | ||
carre.msh | ||
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Material # liste des matériaux (modèles et param. associés) | ||
Model = BBM # nom du modèle | ||
gravity = 0 # gravité | ||
rho_s = 2000 # masse volumique des particules solides | ||
slope_of_swelling_line = 0.004 # indice de gonflement elastique | ||
slope_of_virgin_consolidation_line = 0.037 # pente de la NCL dans le plan (ln p', e) | ||
shear_modulus = 1.e8# module de cisaillement | ||
slope_of_critical_state_line = 1.2 # pente de la CSL dans le plan (p', q) | ||
initial_pre-consolidation_pressure = 20e3 # preconsolidation | ||
reference_consolidation_pressure = 0.01e6 # reference consolidation pressure | ||
kappa_s = 0.008 | ||
initial_stress_11 = -1000 # contrainte initiale (isotrope) | ||
initial_stress_22 = -1000 # contrainte initiale (isotrope) | ||
initial_stress_33 = -1000 # contrainte initiale (isotrope) | ||
initial_porosity = 0.25 # porosite initiale | ||
rho_l = 1000 # masse volumique du fluide | ||
k_int = 1e-20 # permeabilite intrinseque | ||
mu_l = 0.001 # viscosite du liquide | ||
suction_cohesion_coefficient = 0.8 | ||
#Curves = wrc # nom du fichier contenant p_c S_l k_rl LC | ||
Curves = wrc2 pc = Range{x1 = 0 , x2 = 30.e6, n = 171} sl = Expressions(1){p0 = 1.e6 ; m = 0.6 ; sl = (1 + (pc/p0)**(1/(1-m)))**(-m)} kl = Expressions(1){kl = 1} kg = Expressions(1){kg = 1} lc = Expressions(1){l0 = 0.037 ; k = 0.004 ; beta = 20.e-6 ; r = 0.75 ; lc = (l0 - k)/(l0*((1-r)*exp(-beta*pc) + r) - k)} | ||
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Fields # champs constants ou linéaires dans l'espace | ||
2 | ||
Value = 0.e3 Gradient = 0 0 Point = 0 0 | ||
Value = 1.e3 Gradient = 0 0 Point = 0 0 | ||
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Initialization # initialisation des variables | ||
0 | ||
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Functions # fonctions temporelles, pour les CL | ||
1 | ||
N = 3 F(0) = 1 F(1) = 250 F(2) = 1 | ||
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Boundary Conditions # conditions aux limites (Dirichlet) | ||
3 | ||
Region = 14 Unknown = u_1 Field = 0 Function = 0 | ||
Region = 11 Unknown = u_2 Field = 0 Function = 0 | ||
Region = 100 Unknown = p_l Field = 1 Function = 0 | ||
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Loads # conditions aux limites (Neumann) | ||
2 | ||
Region = 13 Equation = meca_1 Type = pressure Field = 2 Function = 1 | ||
Region = 12 Equation = meca_1 Type = pressure Field = 2 Function = 1 | ||
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Points # points de l'espace pour le stockage des variables | ||
1 | ||
0.5 0.5 | ||
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Dates # dates pour le stockage des données | ||
2 | ||
0 1 2 | ||
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Objective Variations # variables objectives (une par ddl) | ||
u_1 = 1.e-4 | ||
u_2 = 1.e-4 | ||
p_l = 1000 | ||
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Iterative Process # param. num. pour le contrôle de la convergence | ||
Iteration = 100 | ||
Tolerance = 1e-06 | ||
Repetition = 0 | ||
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Time Steps | ||
Dtini = 1.e-4 | ||
Dtmax = 1e-3 |
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