*Heading
** Job name: partsatflow_c3d6p Model name: Model-1
** Generated by: Abaqus/CAE 6.10-EFR
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=Part-1
*End Part
**
**
** ASSEMBLY
**
*Assembly, name=Assembly
**
*Instance, name=Part-1-1, part=Part-1
*Node
*Element, type=C3D6P
*Nset, nset=_PickedSet2, internal, generate
*Elset, elset=_PickedSet2, internal, generate
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
*End Instance
**
*Nset, nset=Nall, instance=Part-1-1, generate
*Elset, elset=Nall, instance=Part-1-1, generate
*Nset, nset=LeftSide, instance=Part-1-1
*Elset, elset=LeftSide, instance=Part-1-1
*Nset, nset=Bottom, instance=Part-1-1
*Elset, elset=Bottom, instance=Part-1-1
*Nset, nset=Front, instance=Part-1-1, generate
*Elset, elset=Front, instance=Part-1-1, generate
*Nset, nset=Back, instance=Part-1-1, generate
*Elset, elset=Back, instance=Part-1-1, generate
*Nset, nset=RightSide, instance=Part-1-1
*Elset, elset=RightSide, instance=Part-1-1
*Nset, nset=Top, instance=Part-1-1
*Elset, elset=Top, instance=Part-1-1
*Nset, nset=Fix3, instance=Part-1-1
*Nset, nset=FluidIn, instance=Part-1-1, generate
*Elset, elset=FluidIn, instance=Part-1-1, generate
*Nset, nset=FluidIn_PP_, internal, instance=Part-1-1, generate
*Nset, nset=Fix3_PP_, internal, instance=Part-1-1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Elastic
100000.,0.
*Gel
*Permeability, specific=10000.
 0.00037,0.
*Porous Bulk Moduli
*Sorption
*Sorption, type=Exsorption
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Displacement/Rotation
*Boundary
 Nall, 1,2
 Back, 3,3
*Initial Conditions, Type=Saturation
 Nall, .05
*Initial Conditions, Type=Pore Pressure
 Nall, -10000
*Initial Conditions, Type=Ratio
 Nall, 5.
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1
Resolve Initial Conditions
*Soils, consolidation, end=PERIOD, utol=10000.
*Controls,Analysis=Discontinuous
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, frequency=10
*Node Output
POR, U
*Element Output, directions=YES
S, SAT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-2
**
*Step, name=Step-2
Wet the block
*Soils, consolidation, end=PERIOD, utol=10000.
**
** BOUNDARY CONDITIONS
**
** Name: BC-4 Type: Pore pressure
*Boundary
FluidIn, 8, 8, -100.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, frequency=10
*Node Output
POR, U
*Element Output, directions=YES
S, SAT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-3
**
*Step, name=Step-3
Remove fluid
*Soils, consolidation, end=PERIOD, utol=10000.
**
** BOUNDARY CONDITIONS
**
** Name: BC-5 Type: Pore pressure
*Boundary
FluidIn, 8, 8, -10000.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, frequency=10
*Node Output
POR, U
*Element Output, directions=YES
S, SAT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-4
**
*Step, name=Step-4
Rewet block
*Soils, consolidation, end=PERIOD, utol=10000.
**
** BOUNDARY CONDITIONS
**
** Name: BC-6 Type: Pore pressure
*Boundary
FluidIn, 8, 8, -100.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, frequency=10
*Node Output
POR, U
*Element Output, directions=YES
S, SAT
*End Step