*Heading
 Global analysis using C3D8P analysis
** Job name: subm_intonly_g_c3d8p_std Model name: subm_intonly_g_c3d8p_std
** Generated by: Abaqus/CAE 6.10-DEV
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=PART-1
*Node
*Element, type=C3D8P
*Nset, nset=_PICKEDSET2, internal, generate
*Elset, elset=_PICKEDSET2, internal, generate
** Section: Section-1-_PICKEDSET2
*Solid Section, elset=_PICKEDSET2, material=soil
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=PART-1-1, part=PART-1
*End Instance
**
*Elset, elset=__PICKEDSURF6_S2, internal, instance=PART-1-1, generate
*Nset, nset=_PickedSet9, internal, instance=PART-1-1, generate
*Nset, nset=_PickedSet12, internal, instance=PART-1-1, generate
*Nset, nset=_PickedSet13, internal, instance=PART-1-1, generate
*Nset, nset=_PickedSet14, internal, instance=PART-1-1, generate
*Nset, nset=_PickedSet15, internal, instance=PART-1-1, generate
*Nset, nset=_PickedSet16, internal, instance=PART-1-1
*Nset, nset=_PickedSet12_PP_, internal, instance=PART-1-1, generate
*Nset, nset=_PickedSet13_PP_, internal, instance=PART-1-1, generate
*Elset, elset=qa_test, internal, instance=Part-1-1
*End Assembly
**
** MATERIALS
**
*Material, name=soil
*Density
1.,
*Elastic
100000., 0.3
*Permeability, specific=1.
 1e+06,0.
**
** BOUNDARY CONDITIONS
**
** Name: left_end_x Type: Displacement/Rotation
*Boundary
_PickedSet9, 1, 1
** Name: left_end_yz Type: Displacement/Rotation
***Boundary
**_PickedSet16, 2, 2
**_PickedSet16, 3, 3
**
** PREDEFINED FIELDS
**
** Name: Predefined Field-1   Type: Temperature
*Initial Conditions, type=ratio
_PickedSet14, 0.5
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1, inc=50000
pore pressure analysis C3D8P
*Soils, consolidation, end=PERIOD, utol=100.
**
** BOUNDARY CONDITIONS
**
** Name: applied_disp Type: Displacement/Rotation
*Boundary
_PickedSet15, 1, 1, -0.4
** Name: por1 Type: Pore pressure
*Boundary
_PickedSet12_PP_, 8, 8, 0.
** Name: por2 Type: Pore pressure
*Boundary
_PickedSet13_PP_, 8, 8, 10
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=1
**
** FIELD OUTPUT: F-Output-1
**
*Output, field,VARIABLE=PRESELECT
*node output
POR,
*element output, elset=qa_test
S,
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step