*HEADING
EC38PHDL: *DSLOAD, *SFLOW, AND *DSFLOW FOR PORE PRESSURE ELEMENTS  [C3D8PH]
*NODE
*NGEN, NSET=FACE3
*NGEN, NSET=FACE5
*NSET, NSET=FACE1
*NSET, NSET=FACE2
*NSET, NSET=FACE4
*NSET, NSET=FACE6
*NSET,NSET=CORNERS1
*NSET,NSET=CORNERS2
*NSET,NSET=CORNERS3
*NSET,NSET=CORNERS4
*NSET,NSET=CORNERS5
*NSET,NSET=CORNERS6
*NSET,NSET=NALL, GENERATE
*NSET,NSET=CORNERS
*ELEMENT, TYPE=C3D8PH, ELSET=EALL
*surface, NAME=SIDE_1
 1, S1
*surface, NAME=SIDE_2
 1, S2
*surface, NAME=SIDE_3
 1, S3
*surface, NAME=SIDE_4
 1, S4
*surface, NAME=SIDE_5
 1, S5
*surface, NAME=SIDE_6
 1, S6
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC
 1.E8,
*PERMEABILITY
 1.E-5,
*DENSITY
 1.7321,
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*STEP
*SOILS,CONSOLIDATION
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT
*OUTPUT,FIELD
*ELEMENT OUTPUT
 LOADS,
*OUTPUT,FIELD
*NODE OUTPUT
 RF,
 POR,
*EL PRINT
 LOADS,
*NODE PRINT,TOTALS=YES
 RF,
*NODE PRINT
 POR,
*OUTPUT,FIELD
*NODE OUTPUT,NSET=NALL
 RF,POR
*OUTPUT,HISTORY
*ENERGY OUTPUT,VAR=ALL
*NODE OUTPUT,NSET=NALL
 RF,POR
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS, 8
*DSLOAD, OP=NEW
 SIDE_1, P, 100.
 SIDE_2, P, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_3, P, 100.
 SIDE_5, P, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_4, P, 100.
 SIDE_6, P, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_1, HP, 100., 5., 0.
 SIDE_2, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_3, HP, 300., 5., 0.
 SIDE_5, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_4, HP, 100., 5., 0.
 SIDE_6, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*DSLOAD, OP=NEW
*SFLOW, OP=NEW
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,3
 CORNERS1, 8
*SFLOW, OP=NEW
 SIDE_2, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*SFLOW, OP=NEW
 SIDE_3, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*SFLOW, OP=NEW
 SIDE_4, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*SFLOW, OP=NEW
 SIDE_5, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*SFLOW, OP=NEW
 SIDE_6, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*SFLOW, OP=NEW
*DSFLOW, OP=NEW
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS1, 8
*DSFLOW, OP=NEW
 SIDE_2, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*DSFLOW, OP=NEW
 SIDE_3, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*DSFLOW, OP=NEW
 SIDE_4, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*DSFLOW, OP=NEW
 SIDE_5, S, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*DSFLOW, OP=NEW
 SIDE_6, S, 3.E-5
*END STEP