*HEADING
: DLOAD, FLOW, AND DFLOW FOR PORE PRESSURE ELEMENTS  [CPE6MP]
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE
*NGEN, NSET=SIDE1
*NGEN, NSET=SIDE3
*NGEN, NSET=SIDE4
*NGEN, NSET=SIDE2
*NGEN
*NSET, NSET=NALL, GENERATE
*NSET, NSET=NALL
*NSET,NSET=CORNERS1
*NSET,NSET=CORNERS2
*NSET,NSET=CORNERS3
*NSET,NSET=CORNERS4
*NSET,NSET=CORNERS
CORNERS1,
CORNERS2,
CORNERS3,
CORNERS4,
*ELEMENT,TYPE=CPE6MP, ELSET=EALL
*ELSET,ELSET=EALL
*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,VARIABLE=PRESELECT
*ELEMENT OUTPUT
LOADS,
IVOL,
EVOL,
*NODE FILE
 RF,
 POR,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*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
5,8
*DLOAD,OP=NEW
EALL,CENTRIF,100.,0.,2.5,0.,0.,0.,1.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
 EALL, BX, 100.
 EALL, BY, 100.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
 EALL, GRAV, 100.,1,1,0
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
 1, P1, 100.
 2, P3, 100.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
 1, P2, 100.
 2, P2, 100.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
 2, HP2, 100., 5., 0.
 1, HP2, 100., 5., 0.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
 1, HP1, 100., 5., 0.
 2, HP3, 100., 5., 0.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS3, 8
*DLOAD, OP=NEW
*FLOW, OP=NEW
 1, Q1, 14.7, 2.E-5
*OUTPUT,FIELD,VARIABLE=PRESELECT
*NODE OUTPUT
POR,
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,2
 CORNERS4, 8
*FLOW, OP=NEW
 1, Q2, 14.7, 2.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS1, 8
*FLOW, OP=NEW
 2, Q2, 14.7, 2.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*FLOW, OP=NEW
 2, Q3, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*DLOAD, OP=NEW
*FLOW, OP=NEW
 2, Q2  , 14.7, 2.E-5
 1, Q1D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q1  , 14.7, 2.E-5
 2, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 2, Q3  , 14.7, 2.E-5
 1, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q2  , 14.7, 2.E-5
 2, Q3D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*DLOAD, OP=NEW
*FLOW, OP=NEW
 2, Q2  , -14.7, 2.E-5
 1, Q1D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY,OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q1  , -14.7, 2.E-5
 2, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 2, Q3  , -14.7, 2.E-5
 1, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q2  , -14.7, 2.E-5
 2, Q3D, 0.2
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS3, 8
*FLOW, OP=NEW
*DFLOW, OP=NEW
 1, S1, 3.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS4, 8
*DFLOW, OP=NEW
 1, S2, 3.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS1, 8
*DFLOW, OP=NEW
 2, S2, 3.E-5
*END STEP
*STEP
*SOILS, CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*DFLOW, OP=NEW
 2, S3, 3.E-5
*END STEP