*HEADING
 DSLOAD, *SFLOW, AND *DSFLOW FOR CTUP ELEMENTS  [C3D10P]
 RESULTS SHOULD MATCH EC3APKDL
*NODE
 1,1.,0.,0.
 3,4.,0.,0.
 19,1.,5.,0.
 21,4.,5.,0.
 7,1.,0.,-1.
 9,4.,0.,-1.
 25,1.,5.,-1.
 27,4.,5.,-1.
*NGEN,NSET=NALL
 1,3
 1,7,3
 3,9,3
 7,9
 1,19,9
 3,21,9
 7,25,9
 9,27,9
 19,25,3
 21,27,3
 19,21
 25,27
 8,26,9
 2,20,9
 2,8,3
 10,16,3
 20,26,3
 12,18,3
*NSET,NSET=NS1
1    , 4    , 7    , 16   , 25   , 22   , 19   , 10
*NSET,NSET=NS2
1    , 2    , 3    , 6    , 9    , 8    , 7    , 4
*NSET,NSET=NS3
1    , 2    , 3    , 12   , 21   , 20   , 19   , 10
*NSET,NSET=CORNERS1
 1, 2, 3, 4, 5, 6, 7, 8, 9
*NSET,NSET=CORNERS2
 25, 26, 27, 22, 23, 24, 19, 20, 21
*NSET,NSET=CORNERS3
 19, 20, 21, 10, 11, 12, 1, 2, 3
*NSET,NSET=CORNERS4
 21, 24, 27, 12, 15, 18, 3, 6, 9
*NSET,NSET=CORNERS5
 27, 26, 25, 18, 17, 16, 7, 8, 9
*NSET,NSET=CORNERS6
 25, 22, 19, 16, 13, 10, 1, 4, 7
*NSET,NSET=CORNERS
CORNERS1,
CORNERS2,
CORNERS3,
CORNERS4,
CORNERS5,
CORNERS6,
*ELEMENT,TYPE=C3D10P,ELSET=ALL_ELEMENTS
 1, 7,9,25,1, 8,17,16, 4,5,13
 2, 1,9,21,3, 5,15,11, 2,6,12
 3, 9,27,25,21, 18,26,17, 15,24,23
 4, 1,21,25,19, 11,23,13, 10,20,22
 5, 1,21,9,25, 11,15,5, 13,23,17
*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,SPECIFIC=1.0
 1.E-5, 
*DENSITY
 1.7321, 
*DENSITY, PORE FLUID
 1.7321, 
*AMPLITUDE,NAME=STEP-FUNCTION,TIME=STEP
0.,1.,1.,1.
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*STEP
STEP 1
*SOILS,CONSOLIDATION
 1. , 1.
*OUTPUT,HISTORY,FREQUENCY=0
*OUTPUT,FIELD
*NODE OUTPUT
 RF, 
 POR, 
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS, 8
 NALL, 11, 11
*DSLOAD, OP=NEW
 SIDE_1, P, 100.
 SIDE_2, P, 100.
*END STEP
*STEP
STEP 2
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_3, P, 100.
 SIDE_5, P, 100.
*END STEP
*STEP
STEP 3
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_4, P, 100.
 SIDE_6, P, 100.
*END STEP
*STEP
STEP 4
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_1, HP, 100., 5., 0.
 SIDE_2, HP, 100., 5., 0.
*END STEP
*STEP
STEP 5
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_3, HP, 300., 5., 0.
 SIDE_5, HP, 100., 5., 0.
*END STEP
*STEP
STEP 6
*SOILS,CONSOLIDATION
 1., 1.
*DSLOAD, OP=NEW
 SIDE_4, HP, 100., 5., 0.
 SIDE_6, HP, 100., 5., 0.
*END STEP
*STEP
STEP 7
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
 NALL, 11, 11
*DSLOAD, OP=NEW
*SFLOW, OP=NEW
*END STEP
*STEP
STEP 8
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY,OP=NEW
 NALL, 1,3
 CORNERS1, 8
 NALL, 11, 11
*SFLOW, OP=NEW, AMP=STEP-FUNCTION
 SIDE_2, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 9
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
 NALL, 11, 11
*SFLOW, OP=NEW
 SIDE_3, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 10
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
 NALL, 11, 11
*SFLOW, OP=NEW
 SIDE_4, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 11
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
 NALL, 11, 11
*SFLOW, OP=NEW
 SIDE_5, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 12
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
 NALL, 11, 11
*SFLOW, OP=NEW
 SIDE_6, Q, 14.7, 2.E-5
*END STEP
*STEP
STEP 13
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
 NALL, 11, 11
*SFLOW, OP=NEW
*DSFLOW, OP=NEW
*END STEP
*STEP
STEP 14
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS1, 8
 NALL, 11, 11
*DSFLOW, OP=NEW, AMP=STEP-FUNCTION
 SIDE_2, S, 3.E-5
*END STEP
*STEP
STEP 15
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
 NALL, 11, 11
*DSFLOW, OP=NEW
 SIDE_3, S, 3.E-5
*END STEP
*STEP
STEP 16
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
 NALL, 11, 11
*DSFLOW, OP=NEW
 SIDE_4, S, 3.E-5
*END STEP
*STEP
STEP 17
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
 NALL, 11, 11
*DSFLOW, OP=NEW
 SIDE_5, S, 3.E-5
*END STEP
*STEP
STEP 18
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
 NALL, 11, 11
*DSFLOW, OP=NEW
 SIDE_6, S, 3.E-5
*END STEP