*HEADING
ECA4PHDE: DLOAD, FLOW, AND DFLOW FOR PORE PRESSURE ELEMENTS  [CAX4PH]
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE
*NGEN, NSET=SIDE1
*NGEN, NSET=SIDE3
*NGEN, NSET=SIDE4
*NGEN, NSET=SIDE2
*NSET,NSET=CORNERS1
*NSET,NSET=CORNERS2
*NSET,NSET=CORNERS3
*NSET,NSET=CORNERS4
*NSET, NSET=NALL, GENERATE
*NSET,NSET=CORNERS
*ELEMENT,TYPE=CAX4PH, 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.
*STEP
*SOILS,CONSOLIDATION
*ENERGY FILE
*EL FILE
 LOADS,
*NODE FILE
 RF,
 POR,
*EL PRINT
 LOADS,
*NODE PRINT,TOTALS=YES
 RF,
*NODE PRINT
 POR,
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS, 8
*DLOAD,OP=NEW
1,CENTRIF,100.,0.,2.5,0.,0.,0.,1.
*END STEP
*STEP
*SOILS, CONSOLIDATION
*DLOAD, OP=NEW
 1, BR, 100.
 1, BZ, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
** 1, GRAV, 100.,1,1,0
 1, GRAV, 70.710678, 0.,1.,0.
 1, BR, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
 1, P1, 100.
 1, P3, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
 1, P2, 100.
 1, P4, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
 1, HP4, 100., 5., 0.
 1, HP2, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
*DLOAD, OP=NEW
 1, HP1, 100., 5., 0.
 1, 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
*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
 1, Q3, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*FLOW, OP=NEW
 1, Q4, 14.7, 2.E-5
*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
 1, S3, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*DFLOW, OP=NEW
 1, S4, 3.E-5
*END STEP