*Heading
Results match demandwetpormed_c3d4p_gel_1
*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=C3D4PhT
*Nset, nset=_PickedSet2, internal, generate
*Elset, elset=_PickedSet2, internal, generate
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
*End Instance
**
*Nset, nset=SurfLoad, instance=Part-1-1
*Elset, elset=SurfLoad, instance=Part-1-1
*Nset, nset=BCP, instance=Part-1-1
*Elset, elset=BCP, instance=Part-1-1
*Nset, nset=alln, instance=Part-1-1, generate
*Elset, elset=alln, instance=Part-1-1, generate
*Elset, elset=_Surf-1_S3, internal, instance=Part-1-1
***Surface, type=ELEMENT, name=Surf-1
**_Surf-1_S3, S3
*Nset, nset=BCP_PP_, internal, instance=Part-1-1
*End Assembly
**
** MATERIALS
**
*Material, name=Material-1
*Elastic
10000.,0.
*DENSITY
 1.7321,
*EXPANSION
 .0001,
*SPECIFIC HEAT
 1.0
*CONDUCTIVITY
 0.1
*Gel
*Permeability, specific=10000.
 0.00037,0.
*Porous Bulk Moduli
*Sorption
*Sorption, type=Exsorption
**
** BOUNDARY CONDITIONS
**
** Name: BC-1 Type: Displacement/Rotation
*Boundary
alln, 1, 1
alln, 3, 3
** Name: BC-2 Type: Displacement/Rotation
*Boundary
BCP, 2, 2
*INITIAL CONDITIONS,TYPE=SATURATION
ALLN,.05
*INITIAL CONDITIONS,TYPE=PORE PRESSURE
ALLN,-10000.
*INITIAL CONDITIONS,TYPE=RATIO
ALLN,5.
*NSET,NSET=BACK,GENERATE
** ----------------------------------------------------------------
**
** STEP: Step-1
**
*Step, name=Step-1
*Soils, consolidation
*CONTROLS,ANALYSIS=DISCONTINUOUS
**
** LOADS
**
** Name: Load-1   Type: Pressure
*Dload
_Surf-1_S3, P3, 500.
**
** OUTPUT REQUESTS
**
*Restart, write, frequency=0
**
** FIELD OUTPUT: F-Output-1
**
*Output, field, freq=10
*Node Output
POR, U
*Element Output, directions=YES
S, SAT, VOIDR
**
** HISTORY OUTPUT: H-Output-1
**
*Output, history, variable=PRESELECT
*End Step
** ----------------------------------------------------------------
**
** STEP: Step-2
**
*Step, name=Step-2, nlgeom=YES, inc=100
*Soils, consolidation, end=PERIOD, utol=10000.
**
** BOUNDARY CONDITIONS
**
** Name: BC-3 Type: Pore pressure
*Boundary
BCP_PP_, 8, 8, -100.
*End Step