 <OpenGeoSysProject>

   <meshes>

     <mesh>mesh_domain_trans.vtu</mesh>

     <mesh>mesh_boundary_surf.vtu</mesh>

     <mesh>mesh_boundary_down.vtu</mesh>

     <mesh>mesh_boundary_left.vtu</mesh>

     <mesh>mesh_boundary_right.vtu</mesh>

   </meshes>

   <processes>

     <process>

       <name>HM</name>

       <type>HYDRO_MECHANICS</type>

       <integration_order>3</integration_order>

       <constitutive_relation>

         <type>LinearElasticIsotropic</type>

         <youngs_modulus>YoungModulus</youngs_modulus>

         <poissons_ratio>PoissonRatio</poissons_ratio>

       </constitutive_relation>

       <initial_stress>InitialEffectiveStressField</initial_stress>

       <process_variables>

         <pressure>pressure</pressure>

         <displacement>displacement</displacement>

       </process_variables>

       <specific_body_force>0 -9.81</specific_body_force>

       <secondary_variables>

         <secondary_variable internal_name="sigma" output_name="sigma" />

         <secondary_variable internal_name="epsilon" output_name="epsilon" />

         <secondary_variable internal_name="velocity" output_name="DarcyVelocity" />

       </secondary_variables>

     </process>

   </processes>

   <media>

     <medium>

       <phases>

         <phase>

           <type>Gas</type>

           <properties>

             <property>

               <name>viscosity</name>

               <type>Parameter</type>

               <parameter_name>ViscosityWater</parameter_name>

             </property>

             <property>

               <name>density</name>

               <type>Parameter</type>

               <parameter_name>DensityWater</parameter_name>

             </property>

           </properties>

         </phase>

         <phase>

           <type>Solid</type>

           <properties>

             <property>

               <name>density</name>

               <type>Parameter</type>

               <parameter_name>DensitySolid</parameter_name>

             </property>

           </properties>

         </phase>

       </phases>

       <properties>

         <property>

           <name>porosity</name>

           <type>Constant</type>

           <value>0.2</value>

         </property>

         <property>

           <name>biot_coefficient</name>

           <type>Constant</type>

           <value>1.0</value>

         </property>

         <property>

           <name>permeability</name>

           <type>Constant</type>

           <value>1.25e-9</value>

         </property>

         <property>

           <name>reference_temperature</name>

           <type>Constant</type>

           <value>293.15</value>

         </property>

       </properties>

     </medium>

   </media>

   <parameters>

     <parameter>

       <name>YoungModulus</name>

       <type>Constant</type>

       <value>1.e6</value>

     </parameter>

     <parameter>

       <name>PoissonRatio</name>

       <type>Constant</type>

       <value>0.40</value>

     </parameter>

     <parameter>

       <name>DensitySolid</name>

       <type>Constant</type>

       <value>3000</value>

     </parameter>

     <parameter>

       <name>ViscosityWater</name>

       <type>Constant</type>

       <value>1.e-3</value>

     </parameter>

     <parameter>

       <name>DensityWater</name>

       <type>Constant</type>

       <value>1000</value>

     </parameter>

     <parameter>

       <name>AmbientPressure</name>

       <type>Constant</type>

       <values>0</values>

     </parameter>

     <parameter>

       <name>InitialPressureZero</name>

       <type>Constant</type>

       <values>0</values>

     </parameter>

     <parameter>

       <name>InitialPressureField</name>

       <type>Function</type>

       <expression>-1000*9.81*y</expression>

     </parameter>

     <parameter>

       <name>PressureProfile</name>

       <type>Function</type>

       <expression>-1000*9.81*y</expression>

     </parameter>

     <parameter>

       <name>InitialDisplacementZero</name>

       <type>Constant</type>

       <values>0 0</values>

     </parameter>

     <parameter>

       <name>ZeroDisplacement</name>

       <type>Constant</type>

       <value>0</value>

     </parameter>

     <parameter>

       <name>NormalStressProfile</name>

       <type>Function</type>

       <expression>0.4 / (1-0.4) * ( (0.2-1.0)*1000 + (1.0-0.2)*3000 ) * 9.81*y + 1000 * 9.81*y</expression>

     </parameter>

     <parameter>

       <name>InitialEffectiveStressZero</name>

       <type>Constant</type>

       <values>0 0 0 0</values>

     </parameter>

     <parameter>

       <name>InitialEffectiveStressField</name>

       <type>Function</type>

       <expression>0.4 / (1-0.4) * ((0.2-1.0)*1000 + (1-0.2)*3000) * 9.81*y</expression>

       <expression>((0.2-1.0)*1000 + (1-0.2)*3000) * 9.81*y</expression>

       <expression>0.4 / (1-0.4) * ((0.2-1.0)*1000 + (1-0.2)*3000) * 9.81*y</expression>

       <expression>0.0</expression>

     </parameter>

   </parameters>

   <process_variables>

     <process_variable>

       <name>pressure</name>

       <components>1</components>

       <order>1</order>

       <initial_condition>InitialPressureField</initial_condition>

       <boundary_conditions>

         <boundary_condition>

           <mesh>mesh_boundary_surf</mesh>

           <type>Dirichlet</type>

           <parameter>AmbientPressure</parameter>

         </boundary_condition>

         <boundary_condition>

           <mesh>mesh_boundary_right</mesh>

           <type>Dirichlet</type>

           <parameter>PressureProfile</parameter>

         </boundary_condition>

       </boundary_conditions>

     </process_variable>

     <process_variable>

       <name>displacement</name>

       <components>2</components>

       <order>2</order>

       <initial_condition>InitialDisplacementZero</initial_condition>

       <boundary_conditions>

         <boundary_condition>

           <mesh>mesh_boundary_left</mesh>

           <type>Dirichlet</type>

           <component>0</component>

           <parameter>ZeroDisplacement</parameter>

         </boundary_condition>

         <boundary_condition>

           <mesh>mesh_boundary_down</mesh>

           <type>Dirichlet</type>

           <component>1</component>

           <parameter>ZeroDisplacement</parameter>

         </boundary_condition>

         <boundary_condition>

           <mesh>mesh_boundary_right</mesh>

           <type>Neumann</type>

           <component>0</component>

           <parameter>NormalStressProfile</parameter>

         </boundary_condition>

       </boundary_conditions>

     </process_variable>

   </process_variables>

   <time_loop>

     <processes>

       <process ref="HM">

         <nonlinear_solver>basic_newton</nonlinear_solver>

         <convergence_criterion>

           <type>PerComponentDeltaX</type>

           <norm_type>NORM2</norm_type>

           <abstols>1e-8 1e-8 1e-8</abstols>

         </convergence_criterion>

         <time_discretization>

           <type>BackwardEuler</type>

         </time_discretization>

         <time_stepping>

           <type>FixedTimeStepping</type>

           <t_initial>0</t_initial>

           <t_end>1e6</t_end>

           <timesteps>

             <pair>

               <repeat>1</repeat>

               <delta_t>1e6</delta_t>

             </pair>

           </timesteps>

         </time_stepping>

       </process>

     </processes>

     <output>

       <type>VTK</type>

       <prefix>simHM_ground</prefix>

       <timesteps>

         <pair>

           <repeat>100</repeat>

           <each_steps>1</each_steps>

         </pair>

       </timesteps>

       <variables>

         <variable>displacement</variable>

         <variable>sigma</variable>

         <variable>pressure_interpolated</variable>

         <variable>DarcyVelocity</variable>

       </variables>

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

     </output>

   </time_loop>

   <nonlinear_solvers>

     <nonlinear_solver>

       <name>basic_newton</name>

       <type>Newton</type>

       <max_iter>100</max_iter>

       <linear_solver>general_linear_solver</linear_solver>

     </nonlinear_solver>

   </nonlinear_solvers>

   <linear_solvers>

     <linear_solver>

       <name>general_linear_solver</name>

       <eigen>

         <solver_type>SparseLU</solver_type>

         <precon_type>DIAGONAL</precon_type>

       </eigen>

     </linear_solver>

   </linear_solvers>

 </OpenGeoSysProject>