*HEADING
: *DSLOAD, *SFLOW, AND *DSFLOW FOR PORE PRESSURE ELEMENTS  [CPE6MP]
*NODE
*NGEN, NSET=SIDE1
*NGEN, NSET=SIDE3
*NGEN, NSET=SIDE4
*NGEN, NSET=SIDE2
*NGEN
*NSET, NSET=NALL, GENERATE
*NSET,NSET=CORNERS1
*NSET,NSET=CORNERS2
*NSET,NSET=CORNERS3
*NSET,NSET=CORNERS4
*NSET,NSET=CORNERS
CORNERS1,
CORNERS2,
CORNERS3,
CORNERS4,
*ELEMENT,TYPE=CPE6MP, ELSET=EALL
*surface, NAME=SIDE_1
 1, S1
*surface, NAME=SIDE_2
 1, S2
*surface, NAME=SIDE_3
 2, S2
*surface, NAME=SIDE_4
 2, S3
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC
 1.E8,
*PERMEABILITY
 1.E-5,
*DENSITY
  1.4142,
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*INITIAL CONDITIONS,TYPE=PORE PRESSURE
NALL,0.
*STEP
*SOILS, CONSOLIDATION
*ENERGY FILE
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT,VARIABLE=PRESELECT
*EL FILE
 LOADS,
 IVOL,
 EVOL,
*OUTPUT,FIELD
*ELEMENT OUTPUT
LOADS,
IVOL,
EVOL,
*NODE FILE
 RF,
 POR,
*OUTPUT,FIELD
*NODE OUTPUT
RF,
POR,
*EL PRINT,TOTALS=YES
 LOADS,
 IVOL,
 EVOL,
*NODE PRINT,TOTALS=YES
 RF,
*NODE PRINT
 POR,
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS, 8
*DSLOAD, OP=NEW
 SIDE_1, P, 100.
 SIDE_3, P, 100.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_2, P, 100.
 SIDE_4, P, 100.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_4, HP, 100., 5., 0.
 SIDE_2, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DSLOAD, OP=NEW
 SIDE_1, HP, 100., 5., 0.
 SIDE_3, HP, 100., 5., 0.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS3, 8
*DSLOAD, OP=NEW
*SFLOW, OP=NEW
 SIDE_1, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,2
 CORNERS4, 8
*SFLOW, OP=NEW
 SIDE_2, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS1, 8
*SFLOW, OP=NEW
 SIDE_3, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*SFLOW, OP=NEW
 SIDE_4, Q, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*DSLOAD, OP=NEW
*SFLOW, OP=NEW
 SIDE_3, Q, 14.7, 2.E-5
 SIDE_1, QD, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,3
*SFLOW, OP=NEW
 SIDE_1, Q, 14.7, 2.E-5
 SIDE_3, QD, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*SFLOW, OP=NEW
 SIDE_4, Q, 14.7, 2.E-5
 SIDE_2, QD, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*SFLOW, OP=NEW
 SIDE_2, Q, 14.7, 2.E-5
 SIDE_4, QD, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*DSLOAD, OP=NEW
*SFLOW, OP=NEW
 SIDE_3, Q, -14.7, 2.E-5
 SIDE_1, QD, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,3
*SFLOW, OP=NEW
 SIDE_1, Q, -14.7, 2.E-5
 SIDE_3, QD, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*SFLOW, OP=NEW
 SIDE_4, Q, -14.7, 2.E-5
 SIDE_2, QD, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*SFLOW, OP=NEW
 SIDE_2, Q, -14.7, 2.E-5
 SIDE_4, QD, 0.2
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS3, 8
*SFLOW, OP=NEW
*DSFLOW, OP=NEW
 SIDE_1, S, 3.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS4, 8
*DSFLOW, OP=NEW
 SIDE_2, S, 3.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS1, 8
*DSFLOW, OP=NEW
 SIDE_3, S, 3.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*DSFLOW, OP=NEW
 SIDE_4, S, 3.E-5
*END STEP