*HEADING
EC3KPHDE: DLOAD, FLOW, AND DFLOW FOR PORE PRESSURE ELEMENTS  [C3D20PH]
*RESTART,WRITE
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE
 1, 1.
 3, 4.
 7, 1., 5.
 9, 4., 5.
 11, 1., 0., -.5
 13, 4., 0., -.5
 17, 1., 5., -.5
 19, 4., 5., -.5
 21, 1., 0., -1.
 23, 4., 0., -1.
 27, 1., 5., -1.
 29, 4., 5., -1.
*NGEN, NSET=FACE3
 1,3
 7,9
 1,7,3
 3,9,3
*NGEN, NSET=FACE5
 21,23
 27,29
 21,27,3
 23,29,3
*NSET, NSET=FACE1
 1,2,3, 11,13, 21,22,23
*NSET, NSET=FACE2
 7,8,9, 17,19, 27,28,29
*NSET, NSET=FACE4
 3,6,9, 13,19, 23,26,29
*NSET, NSET=FACE6
 1,4,7, 11,17, 21,24,27
*NSET,NSET=CORNERS1
 1,3,21,23
*NSET,NSET=CORNERS2
 7,9,27,29
*NSET,NSET=CORNERS3
 1,3,7,9
*NSET,NSET=CORNERS4
 3,9,23,29
*NSET,NSET=CORNERS5
 21,23,27,29
*NSET,NSET=CORNERS6
 1,7,21,27
*NSET,NSET=NALL, GENERATE
 1,29
*NSET,NSET=CORNERS
 1,3,7,9,21,23,27,29
*ELEMENT, TYPE=C3D20PH, ELSET=EALL
 1, 1,3,23,21,7,9,29,27,2,13,22,11,8,19,28,
    17,4,6,26,24
*SOLID SECTION,MATERIAL=A1, ELSET=EALL, ORIENTATION=ORI
*surface, NAME=SIDE
1,S3
*MATERIAL,NAME=A1
*ELASTIC
 1.E8, 
*PERMEABILITY,SPECIFIC=1.0
 1.E-5, 
*DENSITY
 1.7321, 
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*INITIAL CONDITIONS,TYPE=PORE PRESSURE
NALL,0.
*ORIENTATION,NAME=ORI
1.,0.,0.,0.,1.,0.
3,0.
*STEP
*SOILS,CONSOLIDATION
 1. , 1.
*ENERGY FILE
*EL FILE
LOADS,
*NODE FILE
 RF
 POR,
*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, 
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS, 8
*DLOAD,OP=NEW
1,CENTRIF,100.,0.,2.5,-.5,0.,0.,1.
*END STEP
*STEP
*SOILS, CONSOLIDATION
1.,1.
*DLOAD, OP=NEW
 1, BX, 100.
 1, BY, 100.
 1, BZ, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, GRAV, 100.,1,1,1
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, P1, 100.
 1, P2, 100.
*SECTION PRINT,NAME=SID5678,SURFACE=SIDE,AXES=LOCAL
 ,1.5,2.5,0.
 ,0.,2.5,0., ,1.5,0.,0.
SOAREA,SOF,SOP
*SECTION FILE,NAME=SID5678,SURFACE=SIDE,AXES=LOCAL
 ,1.5,2.5,0.
 ,0.,2.5,0., ,1.5,0.,0.
SOAREA,SOF,SOP
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, P3, 100.
 1, P5, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, P4, 100.
 1, P6, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, HP1, 100., 5., 0.
 1, HP2, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, HP3, 300., 5., 0.
 1, HP5, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, HP4, 100., 5., 0.
 1, HP6, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*DLOAD, OP=NEW
*FLOW, OP=NEW
 1, Q1, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY,OP=NEW
 NALL, 1,3
 CORNERS1, 8
*FLOW, OP=NEW
 1, Q2, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*FLOW, OP=NEW
 1, Q3, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*FLOW, OP=NEW
 1, Q4, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*FLOW, OP=NEW
 1, Q5, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*FLOW, OP=NEW
 1, Q6, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*DLOAD, OP=NEW
*FLOW, OP=NEW
 1, Q2  , 14.7, 2.E-5
 1, Q1D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY,OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q1  , 14.7, 2.E-5
 1, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q5  , 14.7, 2.E-5
 1, Q3D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q3  , 14.7, 2.E-5
 1, Q5D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q6  , 14.7, 2.E-5
 1, Q4D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q4  , 14.7, 2.E-5
 1, Q6D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*DLOAD, OP=NEW
*FLOW, OP=NEW
 1, Q2  , -14.7, 2.E-5
 1, Q1D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY,OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q1  , -14.7, 2.E-5
 1, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q5  , -14.7, 2.E-5
 1, Q3D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q3  , -14.7, 2.E-5
 1, Q5D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q6  , -14.7, 2.E-5
 1, Q4D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q4  , -14.7, 2.E-5
 1, Q6D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS2, 8
*FLOW, OP=NEW
*DFLOW, OP=NEW
 1, S1, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS1, 8
*DFLOW, OP=NEW
 1, S2, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS5, 8
*DFLOW, OP=NEW
 1, S3, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS6, 8
*DFLOW, OP=NEW
 1, S4, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS3, 8
*DFLOW, OP=NEW
 1, S5, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
 CORNERS4, 8
*DFLOW, OP=NEW
 1, S6, 3.E-5
*SECTION PRINT,NAME=SID5678,SURFACE=SIDE,AXES=LOCAL
 ,1.5,2.5,0.
 ,0.,2.5,0., ,1.5,0.,0.
SOAREA,SOF,SOP
*SECTION FILE,NAME=SID5678,SURFACE=SIDE,AXES=LOCAL
 ,1.5,2.5,0.
 ,0.,2.5,0., ,1.5,0.,0.
SOAREA,SOF,SOP
*END STEP