*HEADING
EC3APKDE: DLOAD, FLOW, DFLOW and CFOW OR PORE PRESSURE ELEMENTS  [C3D10MP]
*PREPRINT,ECHO=NO
*NODE
*NGEN,NSET=NALL
*NSET,NSET=NS1
*NSET,NSET=NS2
*NSET,NSET=NS3
*NSET,NSET=CORNERS1
*NSET,NSET=CORNERS2
*NSET,NSET=CORNERS3
*NSET,NSET=CORNERS4
*NSET,NSET=CORNERS5
*NSET,NSET=CORNERS6
*NSET,NSET=CORNERS
CORNERS1,
CORNERS2,
CORNERS3,
CORNERS4,
CORNERS5,
CORNERS6,
*ELEMENT,TYPE=C3D10MP,ELSET=ELEMS
*SOLID SECTION,MATERIAL=A1, ELSET=ELEMS
*MATERIAL,NAME=A1
*ELASTIC
 1.E8,
*PERMEABILITY
 1.E-5,
*DENSITY
 1.7321,
*AMPLITUDE,NAME=STEP-FUNCTION,TIME=STEP
0.,1.,1.,1.
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*STEP
*SOILS,CONSOLIDATION
*EL PRINT
 LOADS,
*NODE PRINT,TOTALS=YES
 RF,
*NODE PRINT
 POR,
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS, 8
*DLOAD,OP=NEW
ELEMS,CENTRIF,100.,0.,2.5,-.5,0.,0.,1.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
ELEMS, BX, 100.
ELEMS, BY, 100.
ELEMS, BZ, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
ELEMS, GRAV, 100.,1,1,1
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
1,P2,100.
2,P2,100.
4,P3,100.
3,P3,100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
4,P2,100.
2,P4,100.
3,P1,100.
1,P1,100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
2,P3,100.
3,P2,100.
1,P4,100.
4,P4,100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
1,HP2, 100., 5., 0.
2,HP2, 100., 5., 0.
4,HP3, 100., 5., 0.
3,HP3, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
4,HP2, 100., 5., 0.
2,HP4, 100., 5., 0.
3,HP1, 100., 5., 0.
1,HP1, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
2,HP3, 100., 5., 0.
3,HP2, 100., 5., 0.
1,HP4, 100., 5., 0.
4,HP4, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*DLOAD, OP=NEW
*FLOW, OP=NEW
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,3
 CORNERS1, 8
*FLOW, OP=NEW, AMP=STEP-FUNCTION
4,Q3, 14.7, 2.E-5
3,Q3, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*FLOW, OP=MOD
4,Q3, 14.7, 0.
3,Q3, 14.7, 0.
4,Q2, 14.7, 2.E-5
2,Q4, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*FLOW, OP=NEW
2,Q3, 14.7, 2.E-5
3,Q2, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*FLOW, OP=NEW
3,Q1, 14.7, 2.E-5
1,Q1, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*FLOW, OP=NEW
1,Q4, 14.7, 2.E-5
4,Q4, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*FLOW, OP=NEW
*DFLOW, OP=NEW
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS1, 8
***DFLOW, OP=NEW, AMP=STEP-FUNCTION
**4,S3, 3.E-5
**3,S3, 3.E-5
**Removing CFLOW and adding above DFLOW
**Should be the same
*CFLOW, OP=NEW, AMP=STEP-FUNCTION
*OUTPUT, FIELD, VARIABLE=PRESELECT
*OUTPUT,FIELD
*NODE OUTPUT
CFF
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*CFLOW, OP=NEW
*DFLOW, OP=NEW
4,S2, 3.E-5
2,S4, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*DFLOW, OP=NEW
2,S3, 3.E-5
3,S2, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*DFLOW, OP=NEW
3,S1, 3.E-5
1,S1, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*DFLOW, OP=NEW
1,S4, 3.E-5
4,S4, 3.E-5
*END STEP