*HEADING
Global analysis: 3 x 3 x 2 mesh with cpe6mp.     File name: 
***PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*RESTART,WRITE,FREQ=1
*NODE
 1, 1.
61, 4.
67, 4.,5.
 7, 1.,5.
*NGEN,NSET=NL
1,7,1
*NGEN,NSET=NR
61,67,1
*NFILL,NSET=ALL
NL,NR,6,10
*NSET,NSET=FIX1,GEN
1,61,10
*NSET,NSET=FIX2,GEN
61,69
*NSET,NSET=FIX3,GEN
7,67,10
*NSET,NSET=FIX4,GEN
1,7
*NSET,NSET=NALL
FIX1,FIX2,FIX3,FIX4
*ELEMENT, TYPE=CPE6MP, ELSET=EALL
11,1,21,23,11,22,12
12,21,41,43,31,42,32
13,41,61,63,51,62,52
21,1,23,3,12,13,2
22,21,43,23,32,33,22
23,41,63,43,52,53,42
31,3,23,25,13,24,14
32,23,43,45,33,44,34
33,43,63,65,53,64,54
41,3,25,5,14,15,4
42,23,45,25,34,35,24
43,43,65,45,54,55,44
51,5,25,27,15,26,16
52,25,45,47,35,46,36
53,45,65,67,55,66,56
61,5,27,7,16,17,6
62,25,47,27,36,37,26
63,45,67,47,56,57,46
*ELSET,ELSET=EFLOW2
13,33,53
*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
ALL,1.
*STEP
*SOILS,CONSOLIDATION
 1. , 1.
*ENERGY FILE
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT,VARIABLE=PRESELECT
*EL FILE
 LOADS,
 IVOL,
 EVOL,
*OUTPUT,FIELD
*ELEMENT OUTPUT
LOADS,
IVOL,
EVOL,
POR,
*NODE FILE
U,RF,POR,RVT
*OUTPUT,FIELD
*NODE OUTPUT
U,RF,POR,RVT
*EL PRINT,TOTALS=YES
 LOADS,
 IVOL,
 EVOL,
*NODE PRINT
 RF, 
 POR, 
*BOUNDARY,OP=NEW
FIX1, 2
FIX4, 1
FIX4, 8
*FLOW, OP=NEW
EFLOW2, Q2, 14.7, 2.E-3
*END STEP