OGS
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<OpenGeoSysProject>
<meshes>
<mesh>unit_square_domain.vtu</mesh>
<mesh>unit_square_left.vtu</mesh>
<mesh>unit_square_right.vtu</mesh>
<mesh>unit_square_bottom.vtu</mesh>
<mesh>unit_square_top.vtu</mesh>
</meshes>
<processes>
<process>
<name>HM</name>
<type>HYDRO_MECHANICS</type>
<integration_order>2</integration_order>
<process_variables>
<pressure>pressure</pressure>
<displacement>displacement</displacement>
</process_variables>
<secondary_variables>
<secondary_variable internal_name="sigma" output_name="sigma" />
<secondary_variable internal_name="epsilon" output_name="epsilon" />
</secondary_variables>
<specific_body_force>0 -9.81</specific_body_force>
<constitutive_relation id="0">
<type>LinearElasticIsotropic</type>
<youngs_modulus>E</youngs_modulus>
<poissons_ratio>nu</poissons_ratio>
</constitutive_relation>
</process>
</processes>
<media>
<medium id="0,2,4">
<phases>
<phase>
<type>AqueousLiquid</type>
<properties>
<property>
<name>viscosity</name>
<type>Constant</type>
<value>1.e-3</value>
</property>
<property>
<name>density</name>
<type>Constant</type>
<value>1.e3</value>
</property>
</properties>
</phase>
<phase>
<type>Solid</type>
<properties>
<property>
<name>density</name>
<type>Constant</type>
<value>2500.0</value>
</property>
</properties>
</phase>
</phases>
<properties>
<property>
<name>biot_coefficient</name>
<type>Constant</type>
<value>1</value>
</property>
<property>
<name>permeability</name>
<type>Constant</type>
<value>1e-14</value>
</property>
<property>
<name>reference_temperature</name>
<type>Constant</type>
<value>293.15</value>
</property>
<property>
<name>porosity</name>
<type>Constant</type>
<value>0.1</value>
</property>
</properties>
</medium>
<medium id="1,3">
<phases>
<phase>
<type>AqueousLiquid</type>
<properties>
<property>
<name>viscosity</name>
<type>Constant</type>
<value>1.e-3</value>
</property>
<property>
<name>density</name>
<type>Constant</type>
<value>1.e3</value>
</property>
</properties>
</phase>
<phase>
<type>Solid</type>
<properties>
<property>
<name>density</name>
<type>Constant</type>
<value>2500.0</value>
</property>
</properties>
</phase>
</phases>
<properties>
<property>
<name>biot_coefficient</name>
<type>Constant</type>
<value>0.0</value>
</property>
<property>
<name>permeability</name>
<type>Constant</type>
<value>1e-14</value>
</property>
<property>
<name>reference_temperature</name>
<type>Constant</type>
<value>293.15</value>
</property>
<property>
<name>porosity</name>
<type>Constant</type>
<value>0.0</value>
</property>
</properties>
</medium>
</media>
<parameters>
<parameter>
<name>E</name>
<type>Constant</type>
<value>1e8</value>
</parameter>
<parameter>
<name>nu</name>
<type>Constant</type>
<value>0.3</value>
</parameter>
<parameter>
<name>InitialDisplacement</name>
<type>Constant</type>
<values>0 0</values>
</parameter>
<parameter>
<name>InitialPressure</name>
<type>Constant</type>
<values>0</values>
</parameter>
<parameter>
<name>zero</name>
<type>Constant</type>
<values>0</values>
</parameter>
<parameter>
<name>influx</name>
<type>Constant</type>
<values>0</values>
</parameter>
</parameters>
<process_variables>
<process_variable>
<name>pressure</name>
<components>1</components>
<order>1</order>
<initial_condition>InitialPressure</initial_condition>
<boundary_conditions>
<boundary_condition>
<mesh>unit_square_top</mesh>
<type>Dirichlet</type>
<parameter>zero</parameter>
</boundary_condition>
</boundary_conditions>
<deactivated_subdomains>
<deactivated_subdomain>
<time_interval>
<start>0</start>
<end>1</end>
</time_interval>
<material_ids>1 3</material_ids>
</deactivated_subdomain>
</deactivated_subdomains>
</process_variable>
<process_variable>
<name>displacement</name>
<components>2</components>
<order>1</order>
<initial_condition>InitialDisplacement</initial_condition>
<boundary_conditions>
<boundary_condition>
<mesh>unit_square_left</mesh>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<mesh>unit_square_right</mesh>
<type>Dirichlet</type>
<component>0</component>
<parameter>zero</parameter>
</boundary_condition>
<boundary_condition>
<mesh>unit_square_bottom</mesh>
<type>Dirichlet</type>
<component>1</component>
<parameter>zero</parameter>
</boundary_condition>
</boundary_conditions>
</process_variable>
</process_variables>
<time_loop>
<processes>
<process ref="HM">
<time_stepping>
<type>FixedTimeStepping</type>
<t_initial>0.0</t_initial>
<t_end>1</t_end>
<timesteps>
<pair>
<repeat>1</repeat>
<delta_t>1</delta_t>
</pair>
</timesteps>
</time_stepping>
<nonlinear_solver>basic_newton</nonlinear_solver>
<convergence_criterion>
<type>PerComponentDeltaX</type>
<norm_type>NORM2</norm_type>
<abstols>1e-2 1e-6 1e-6</abstols>
</convergence_criterion>
<time_discretization>
<type>BackwardEuler</type>
</time_discretization>
</process>
</processes>
<output>
<type>VTK</type>
<prefix>hydraulic_deactivation</prefix>
<suffix>ts{:timestep}_t_{:0.0etime}</suffix>
<timesteps>
<pair>
<repeat>1</repeat>
<each_steps>1</each_steps>
</pair>
</timesteps>
<variables />
</output>
</time_loop>
<linear_solvers>
<linear_solver>
<name>direct_linear_solver</name>
<eigen>
<solver_type>SparseLU</solver_type>
<scaling>false</scaling>
</eigen>
</linear_solver>
</linear_solvers>
<nonlinear_solvers>
<nonlinear_solver>
<name>basic_newton</name>
<type>Newton</type>
<max_iter>30</max_iter>
<linear_solver>direct_linear_solver</linear_solver>
</nonlinear_solver>
</nonlinear_solvers>
</OpenGeoSysProject>