( Slope analysis. Mohr-Coulomb. Excavation in four stages. Then extra groundflow force. ) echo -yes number_of_space_dimensions 2 materi_velocity materi_strain_elasti materi_strain_plasti materi_stress materi_plasti_kappa end_initia start_define left_edge geometry_line 0 end_define start_define right_edge geometry_line 1 end_define start_define lower_edge geometry_line 2 end_define start_define excavate_1 geometry_quadrilateral 1 end_define start_define excavate_2 geometry_quadrilateral 2 end_define start_define excavate_3 geometry_quadrilateral 3 end_define start_define excavate_4 geometry_quadrilateral 4 end_define start_define groundflow_area geometry_quadrilateral 5 end_define node 1 0. 0. node 2 12. 0. node 3 24. 0. node 4 36. 0. node 5 0. 6. node 6 12. 6. node 7 24. 6. node 8 36. 6. node 9 24. 12.0 node 10 36. 12.0 node 11 0. 12.0 node 12 12. 12.0 element 1 -tria3 1 5 6 element 2 -tria3 1 6 2 element 3 -tria3 2 6 7 element 4 -tria3 2 7 3 element 5 -tria3 3 7 8 element 6 -tria3 3 8 4 element 7 -tria3 6 9 7 element 8 -tria3 7 9 10 element 9 -tria3 7 10 8 element 10 -tria3 6 12 9 element 11 -tria3 5 11 12 element 12 -tria3 5 12 6 left_edge 0. 0. 0. 12.0 1.e-5 right_edge 36. 0. 36. 12.0 1.e-5 lower_edge 0. 0. 36. 0. 1.e-5 excavate_1 0.0 10.5 21.0 10.5 0.0 12.0 24.0 12.0 1.e-5 excavate_2 0.0 9.0 18.0 9.0 0.0 12.0 24.0 12.0 1.e-5 excavate_3 0.0 7.5 15.0 7.5 0.0 12.0 24.0 12.0 1.e-5 excavate_4 0.0 6.0 12.0 6.0 0.0 12.0 24.0 12.0 1.e-5 groundflow_area 12.0 6.0 16.0 6.0 24.0 12.0 28.0 12.0 1.e-5 bounda_unknown 0 -left_edge -velx bounda_time 0 0. 0. 1.e10 0. bounda_unknown 1 -right_edge -velx bounda_time 1 0. 0. 1.e10 0. bounda_unknown 2 -lower_edge -velx -vely bounda_time 2 0. 0. 1.e10 0. group_type 0 -materi group_materi_memory 0 -updated group_materi_density 0 18.e3 group_materi_elasti_young 0 207.e6 group_materi_elasti_poisson 0 0.3 group_materi_plasti_mohrcoul 0 0.5236 1.e3 0.1 force_gravity 0. -1. force_gravity_time 0. 0. 1.e4 1. 1.e10 1. force_element_volume 0 -1.e4 -0.577e4 force_element_volume_geometry 0 -groundflow_area force_element_volume_time 0 0. 0. 6.e4 0. 7.e4 1. post_point 1 24. 12. control_mesh_refine_locally 1 100. control_mesh_refine_locally 2 100. control_mesh_refine_locally 3 100. control_timestep 30 1.e3 2.e4 control_timestep_iterations_automatic 30 1.e-3 1.e2 control_print 30 -time_current -dtime -number_iterations -post_node_rhside_ratio control_print_gid 40 -separate control_timestep 50 1.e2 1.e4 control_mesh_delete_geometry 50 -excavate_1 control_print 50 -time_current -dtime -number_iterations -post_node_rhside_ratio control_print_gid 60 -separate control_timestep 150 1.e2 1.e4 control_mesh_delete_geometry 150 -excavate_2 control_print 150 -time_current -dtime -number_iterations -post_node_rhside_ratio control_print_gid 160 -separate control_timestep 250 1.e2 1.e4 control_mesh_delete_geometry 250 -excavate_3 control_print 250 -time_current -dtime -number_iterations -post_node_rhside_ratio control_print_gid 260 -separate control_timestep 350 1.e2 1.e4 control_mesh_delete_geometry 350 -excavate_4 control_print 350 -time_current -dtime -number_iterations -post_node_rhside_ratio control_print_gid 360 -separate control_timestep 450 1.e2 0.4e4 control_timestep_iterations_automatic 450 1.e-3 1.e3 control_print 450 -time_current -dtime -number_iterations -post_node_rhside_ratio control_print_gid 460 -separate end_data