*HEADING
: DLOAD, FLOW, AND DFLOW FOR PORE PRESSURE ELEMENTS  [CAXA8P2]
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE
 1, 1.
 3, 4.
 7, 1., 5.
 9, 4., 5.
*NGEN, NSET=SIDE1
 1, 3
*NGEN, NSET=SIDE3
 7, 9
*NGEN, NSET=SIDE4
 1, 7, 3
*NGEN, NSET=SIDE2
 3, 9, 3
*NSET,NSET=CORNERS1
 1,3
 11,13
 21,23
*NSET,NSET=CORNERS2
 3,9
 13,19
 23,29
*NSET,NSET=CORNERS3
 7,9
 17,19
 27,29
*NSET,NSET=CORNERS4
 1,7
 11,17
 21,27
*NSET, NSET=NALL, GENERATE
 1, 9
 11, 19
 21, 29
*NSET,NSET=CORNERS
 1,3,7,9
 11,13,17,19
 21,23,27,29
*ELEMENT,TYPE=CAXA8P2,OFFSET=10, ELSET=EALL
 1, 1,3,9,7, 2,6,8,4
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC
 1.E8, 
*PERMEABILITY,SPECIFIC=1.0
 1.E-5, 
*DENSITY
 1.4142, 
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*INITIAL CONDITIONS,TYPE=PORE PRESSURE
NALL,0.
**1.,1.,1.
*STEP
*SOILS,CONSOLIDATION
 1. , 1.
*ENERGY FILE
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT,VARIABLE=PRESELECT
*EL FILE
 LOADS,
*OUTPUT,FIELD
*ELEMENT OUTPUT
LOADS,
*NODE FILE
 RF, 
 POR, 
*OUTPUT,FIELD
*NODE OUTPUT
RF,
POR,
*EL PRINT
 LOADS,
*NODE PRINT
 RF, 
 POR, 
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS, 8
*DLOAD, OP=NEW
 1, BX, 100.
 1, BZ, 100.
*END STEP
***STEP
***SOILS,CONSOLIDATION
** 1., 1.
***DLOAD, OP=NEW
** 1, GRAV, 100.,1,1,0    NOT AVAILABLE
***END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, P1, 100.
 1, P3, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, P2, 100.
 1, P4, 100.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, HP4, 100., 5., 0.
 1, HP2, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*DLOAD, OP=NEW
 1, HP1, 100., 5., 0.
 1, HP3, 100., 5., 0.
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*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
 1., 1.
*BOUNDARY,OP=NEW
 NALL, 1,2
 CORNERS4, 8
*FLOW, OP=NEW
 1, Q2, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS1, 8
*FLOW, OP=NEW
 1, Q3, 14.7, 2.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*FLOW, OP=NEW
 1, Q4, 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, Q3  , 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, Q3D, 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, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q2  , 14.7, 2.E-5
 1, Q4D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*DLOAD, OP=NEW
*FLOW, OP=NEW
 1, Q3  , -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, Q3D, 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, Q2D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,3
*FLOW, OP=NEW
 1, Q2  , -14.7, 2.E-5
 1, Q4D, 0.2
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS3, 8
*FLOW, OP=NEW
*DFLOW, OP=NEW
 1, S1, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS4, 8
*DFLOW, OP=NEW
 1, S2, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS1, 8
*DFLOW, OP=NEW
 1, S3, 3.E-5
*END STEP
*STEP
*SOILS,CONSOLIDATION
 1., 1.
*BOUNDARY, OP=NEW
 NALL, 1,2
 CORNERS2, 8
*DFLOW, OP=NEW
 1, S4, 3.E-5
*END STEP