 <OpenGeoSysProject>

   <mesh>cube_1x1x1_hex20_1e3.vtu</mesh>

   <geometry>cube_1x1x1.gml</geometry>

   <processes>

     <process>

       <name>HM</name>

       <type>HYDRO_MECHANICS</type>

       <integration_order>3</integration_order>

       <constitutive_relation>

         <type>LinearElasticIsotropic</type>

         <youngs_modulus>E</youngs_modulus>

         <poissons_ratio>nu</poissons_ratio>

       </constitutive_relation>

       <process_variables>

         <displacement>displacement</displacement>

         <pressure>pressure</pressure>

       </process_variables>

       <secondary_variables />

       <specific_body_force>0 0 0</specific_body_force>

     </process>

   </processes>

   <media>

     <medium>

       <phases>

         <phase>

           <type>Gas</type>

           <properties>

             <property>

               <name>viscosity</name>

               <type>Constant</type>

               <value>1e-9</value>

             </property>

             <property>

               <name>density</name>

               <type>Constant</type>

               <value>1.0e-6</value>

             </property>

           </properties>

         </phase>

         <phase>

           <type>Solid</type>

           <properties>

             <property>

               <name>density</name>

               <type>Constant</type>

               <value>1.2e-6</value>

             </property>

           </properties>

         </phase>

       </phases>

       <properties>

         <property>

           <name>porosity</name>

           <type>Constant</type>

           <value>0.8</value>

         </property>

         <property>

           <name>biot_coefficient</name>

           <type>Constant</type>

           <value>1</value>

         </property>

         <property>

           <name>reference_temperature</name>

           <type>Constant</type>

           <value>293.15</value>

         </property>

         <property>

           <name>permeability</name>

           <type>Constant</type>

           <value>1e-12</value>

         </property>

       </properties>

     </medium>

   </media>

   <time_loop>

     <processes>

       <process ref="HM">

         <nonlinear_solver>basic_newton</nonlinear_solver>

         <convergence_criterion>

           <type>DeltaX</type>

           <norm_type>NORM2</norm_type>

           <abstol>1e-8</abstol>

         </convergence_criterion>

         <time_discretization>

           <type>BackwardEuler</type>

         </time_discretization>

         <time_stepping>

           <type>FixedTimeStepping</type>

           <t_initial>0</t_initial>

           <t_end>5</t_end>

           <timesteps>

             <pair>

               <repeat>1</repeat>

               <delta_t>5</delta_t>

             </pair>

           </timesteps>

         </time_stepping>

       </process>

     </processes>

     <output>

       <type>VTK</type>

       <prefix>cube_1e3</prefix>

       <timesteps>

         <pair>

           <repeat>1</repeat>

           <each_steps>1</each_steps>

         </pair>

       </timesteps>

       <variables>

         <variable>displacement</variable>

         <variable>pressure</variable>

       </variables>

       <suffix>ts{:timestep}_t_{:time}</suffix>

     </output>

   </time_loop>

   <parameters>

     <parameter>

       <name>E</name>

       <type>Constant</type>

       <value>1</value>

     </parameter>

     <parameter>

       <name>nu</name>

       <type>Constant</type>

       <value>.1</value>

     </parameter>

     <parameter>

       <name>displacement0</name>

       <type>Constant</type>

       <values>0 0 0</values>

     </parameter>

     <parameter>

       <name>pressure_ic</name>

       <type>Constant</type>

       <values>0</values>

     </parameter>

     <parameter>

       <name>p_neumann</name>

       <type>Constant</type>

       <values>1</values>

     </parameter>

     <parameter>

       <name>dirichlet0</name>

       <type>Constant</type>

       <value>0</value>

     </parameter>

     <parameter>

       <name>dirichlet1</name>

       <type>Constant</type>

       <value>1</value>

     </parameter>

     <parameter>

       <name>displacementTop</name>

       <type>Constant</type>

       <value>-0.05</value>

     </parameter>

     <parameter>

       <name>displacementRamp</name>

       <type>CurveScaled</type>

       <curve>timeRamp</curve>

       <parameter>displacementTop</parameter>

     </parameter>

   </parameters>

   <curves>

     <curve>

       <name>timeRamp</name>

       <coords>0 100 10000</coords>

       <values>0 1 1</values>

     </curve>

   </curves>

   <process_variables>

     <process_variable>

       <name>displacement</name>

       <components>3</components>

       <order>2</order>

       <initial_condition>displacement0</initial_condition>

       <boundary_conditions>

         <boundary_condition>

           <geometrical_set>cube_1x1x1_geometry</geometrical_set>

           <geometry>left</geometry>

           <type>Dirichlet</type>

           <component>0</component>

           <parameter>dirichlet0</parameter>

         </boundary_condition>

         <boundary_condition>

           <geometrical_set>cube_1x1x1_geometry</geometrical_set>

           <geometry>right</geometry>

           <type>Dirichlet</type>

           <component>0</component>

           <parameter>dirichlet0</parameter>

         </boundary_condition>

         <boundary_condition>

           <geometrical_set>cube_1x1x1_geometry</geometrical_set>

           <geometry>front</geometry>

           <type>Dirichlet</type>

           <component>1</component>

           <parameter>dirichlet0</parameter>

         </boundary_condition>

         <boundary_condition>

           <geometrical_set>cube_1x1x1_geometry</geometrical_set>

           <geometry>back</geometry>

           <type>Dirichlet</type>

           <component>1</component>

           <parameter>dirichlet0</parameter>

         </boundary_condition>

         <boundary_condition>

           <geometrical_set>cube_1x1x1_geometry</geometrical_set>

           <geometry>bottom</geometry>

           <type>Dirichlet</type>

           <component>2</component>

           <parameter>dirichlet0</parameter>

         </boundary_condition>

         <boundary_condition>

           <geometrical_set>cube_1x1x1_geometry</geometrical_set>

           <geometry>top</geometry>

           <type>Dirichlet</type>

           <component>2</component>

           <parameter>displacementRamp</parameter>

         </boundary_condition>

       </boundary_conditions>

     </process_variable>

     <process_variable>

       <name>pressure</name>

       <components>1</components>

       <order>1</order>

       <initial_condition>pressure_ic</initial_condition>

       <boundary_conditions>

         <boundary_condition>

           <geometrical_set>cube_1x1x1_geometry</geometrical_set>

           <geometry>top</geometry>

           <type>Dirichlet</type>

           <component>0</component>

           <parameter>dirichlet0</parameter>

         </boundary_condition>

       </boundary_conditions>

     </process_variable>

   </process_variables>

   <nonlinear_solvers>

     <nonlinear_solver>

       <name>basic_newton</name>

       <type>Newton</type>

       <max_iter>50</max_iter>

       <linear_solver>general_linear_solver</linear_solver>

     </nonlinear_solver>

   </nonlinear_solvers>

   <linear_solvers>

     <linear_solver>

       <name>general_linear_solver</name>

       <lis>-i bicgstab -p ilu -tol 1e-10 -maxiter 10000</lis>

       <eigen>

         <solver_type>BiCGSTAB</solver_type>

         <precon_type>DIAGONAL</precon_type>

         <max_iteration_step>10000</max_iteration_step>

         <error_tolerance>1e-10</error_tolerance>

       </eigen>

     </linear_solver>

   </linear_solvers>

 </OpenGeoSysProject>