*HEADING
EC3APLDL: *DSLOAD, *SFLOW, AND *DSFLOW FOR PORE PRESSURE ELEMENTS  [C3D10MPH]
*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=C3D10MPH,ELSET=ALL_ELEMENTS
*surface, NAME=SIDE_1
 1, S2
 2, S2
*surface, NAME=SIDE_2
 4, S3
 3, S3
*surface, NAME=SIDE_3
 4, S2
 2, S4
*surface, NAME=SIDE_4
 2, S3
 3, S2
*surface, NAME=SIDE_5
 3, S1
 1, S1
*surface, NAME=SIDE_6
 1, S4
 4, S4
*SOLID SECTION,MATERIAL=A1, ELSET=ALL_ELEMENTS
*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
STEP 1
*SOILS,CONSOLIDATION
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT
*OUTPUT,FIELD
*ELEMENT OUTPUT
 LOADS,S
*OUTPUT,FIELD
*NODE OUTPUT
 RF,
 POR,
*EL PRINT
 LOADS,
*NODE PRINT,TOTALS=YES
 RF,
*NODE PRINT
 POR,
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS, 8
*DSLOAD, OP=NEW
 SIDE_1, P, 100.
 SIDE_2, P, 100.
*END STEP
*STEP
STEP 2
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_3, P, 100.
 SIDE_5, P, 100.
*END STEP
*STEP
STEP 3
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_4, P, 100.
 SIDE_6, P, 100.
*END STEP
*STEP
STEP 4
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_1, HP, 100., 5., 0.
 SIDE_2, HP, 100., 5., 0.
*END STEP
*STEP
STEP 5
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_3, HP, 300., 5., 0.
 SIDE_5, HP, 100., 5., 0.
*END STEP
*STEP
STEP 6
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_4, HP, 100., 5., 0.
 SIDE_6, HP, 100., 5., 0.
*END STEP
*STEP
STEP 7
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*DSLOAD, OP=NEW
*SFLOW, OP=NEW
*END STEP
*STEP
STEP 8
*SOILS,CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,3
 CORNERS1, 8
*SFLOW, OP=NEW, AMP=STEP-FUNCTION
 SIDE_2, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 9
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*SFLOW, OP=NEW
 SIDE_3, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 10
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*SFLOW, OP=NEW
 SIDE_4, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 11
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*SFLOW, OP=NEW
 SIDE_5, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 12
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*SFLOW, OP=NEW
 SIDE_6, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 13
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*SFLOW, OP=NEW
*DSFLOW, OP=NEW
*END STEP
*STEP
STEP 14
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS1, 8
*DSFLOW, OP=NEW, AMP=STEP-FUNCTION
 SIDE_2, S, 3.E-5
*END STEP
*STEP
STEP 15
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*DSFLOW, OP=NEW
 SIDE_3, S, 3.E-5
*END STEP
*STEP
STEP 16
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*DSFLOW, OP=NEW
 SIDE_4, S, 3.E-5
*END STEP
*STEP
STEP 17
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*DSFLOW, OP=NEW
 SIDE_5, S, 3.E-5
*END STEP
*STEP
STEP 18
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*DSFLOW, OP=NEW
 SIDE_6, S, 3.E-5
*END STEP