*HEADING
 PLANE STRAIN CONSOLIDATION    
*NODE
1, 
13,,2.
801,2.
813,2.,2.
1401,4.
1413,4.,2.
1506,4.5,.8333
1601,5.
1603,5.,.5
1607,5.,1.
1610,5.,1.5
1613,5.,2.
2001,9.
2007,9.,1.
2013,9.,2.
2201,17.
2213,17.,2.
*NGEN,NSET=LHS
1,13
*NGEN,NSET=TOP
13,813,100
813,1413,100
1413,1613,100
1613,2013,100
*NSET,NSET=N1,GENERATE
13,813,100
*NGEN,NSET=BOT
1,801,100
801,1401,100
1401,1601,100
1601,2001,100
*NSET,NSET=BOT1,GENERATE
1,1401,100
*NSET,NSET=TOP1,GENERATE
13,1413,100
*NFILL
BOT1,TOP1,12,1
*NGEN
1607,2007,100
*NSET,NSET=ALLN,GENERATE
1,9999
**
*ELEMENT,TYPE=CPE8RP,ELSET=SOIL
1,1,201,203,3,101,202,103,2
101,801,1001,1005,805,901,1003,905,803
201,1401,1601,1607,1405,1501,1603,1506,1403
202,1405,1607,1613,1413,1506,1610,1513,1409
301,1601,1801,1813,1613,1701,1807,1713,1607
*ELGEN,ELSET=SOIL
1,6,2,1,4,200,10
101,3,4,1,3,200,10
301,2,200
*ELEMENT,TYPE=CINPE5R,ELSET=SOILIN
401,2013,2001,2201,2213,2007
*SOLID SECTION,ELSET=SOIL,MATERIAL=A1
*SOLID SECTION,ELSET=SOILIN,MATERIAL=A1IN
**
*MATERIAL,NAME=A1
*ELASTIC
1.E8, 
*PERMEABILITY,SPECIFIC=1.0
2.E-5, 
*MATERIAL,NAME=A1IN
*ELASTIC
1.E8, 
*INITIAL CONDITIONS,TYPE=RATIO
ALLN,1.5
*MPC
QUADRATIC,802,801,803,805
QUADRATIC,804,801,803,805
QUADRATIC,806,805,807,809
QUADRATIC,808,805,807,809
QUADRATIC,810,809,811,813
QUADRATIC,812,809,811,813
QUADRATIC,1407,1405,1409,1413
QUADRATIC,1411,1405,1409,1413
QUADRATIC,1603,1601,1607,1613
QUADRATIC,1610,1601,1607,1613
P LINEAR,803,801,805
P LINEAR,807,805,809
P LINEAR,811,809,813
P LINEAR,1409,1405,1413
P LINEAR,1607,1601,1613
*RESTART,WRITE,FREQUENCY=3
**
*STEP
 SET UP INITIAL PORE PRESSURES
*SOILS,CONSOLIDATION
1.E-7,1.E-7
*BOUNDARY
LHS,1
BOT,2
*DLOAD
6,P3,500.
16,P3,500.
*EL PRINT,FREQUENCY=0
*NODE PRINT,NSET=N1
U,POR,RVT
*NODE FILE,FREQUENCY=2,NSET=N1
U, 
POR, 
*OUTPUT,FIELD,FREQ=2
*NODE OUTPUT,NSET=N1
U,
POR,
*END STEP
**
*STEP,INC=300
*SOILS,CONSOLIDATION,UTOL=50.,END=SS
 2.E-5, 1.E-1,,, 1.E-2
*BOUNDARY
TOP,8
*END STEP