*HEADING
 CLAY PLASTICITY, UNIAXIAL COMPRESSION TEST, CAX4R
 TEST 9-DIGIT LABELS
*RESTART,WRITE
*node,nset=soil
*nset,nset=bottom
*nset,nset=top
*nset,nset=top1
*nset,nset=top2
*nset,nset=top3
*nset,nset=soil
*nset,nset=soil1
*nset,nset=soil2
*nset,nset=soil3
*nset,nset=lhs
*element,type=cax4r,elset=soil
*element,type=cax4r,elset=soil1
*element,type=cax4r,elset=soil2
*element,type=cax4r,elset=soil3
*elset,elset=eout
soil,soil1,soil2,soil3
*solid section,material=sample,elset=soil
*solid section,material=sample1,elset=soil1
*solid section,material=sample1,elset=soil2
*solid section,material=sample2,elset=soil3
*surface,name=side
900000001,s3
*surface,name=side1
900000100,s3
*surface,name=side2
900000200,s3
*surface,name=side3
900000300,s3
*MATERIAL,NAME=SAMPLE
*density
 1.0e-1
*ELASTIC
 30000.,.3
*CLAY PLASTICITY,HARDENING=TAB
*CLAY HARDENING
*MATERIAL,NAME=SAMPLE1
*density
 1.0e-1
*ELASTIC
 30000.,.3
*CLAY PLASTICITY,HARDENING=TAB
*CLAY HARDENING,DEPENDENCIES=1
*MATERIAL,NAME=SAMPLE2
*density
 1.0e-1
*ELASTIC
 30000.,.3
*CLAY PLASTICITY,HARDENING=TAB
*CLAY HARDENING,DEPENDENCIES=1
*INITIAL CONDITIONS,TYPE=RATIO
SOIL,1.08,0.,1.08,1.
SOIL1,1.08,0.,1.08,1.
SOIL2,1.08,0.,1.08,1.
SOIL3,1.08,0.,1.08,1.
*INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC
SOIL,-5.,0.,-5.,10.,1.
SOIL1,-5.,0.,-5.,10.,1.
SOIL2,-5.,0.,-5.,10.,1.
SOIL3,-5.,0.,-5.,10.,1.
*STEP, NLGEOM=YES
  GEOSTATIC INITIAL STRESS STATE
**GEOSTATIC
*STATIC
*DLOAD
900000001,P2,1.
900000100,P2,1.
900000200,P2,1.
900000300,P2,1.
*EL PRINT
S,PRESS,MISES
E,
PE,
EE,
*NODE PRINT
U,RF
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE
*BOUNDARY
TOP,2
TOP1,2
TOP2,2
TOP3,2
BOTTOM,2
LHS,1
*EL PRINT
NFORC,
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=SOIL
PE,PEEQ,PRESS,MISES, S
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=SOIL1
PE,PEEQ,PRESS,MISES, S
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=SOIL2
PE,PEEQ,PRESS,MISES, S
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=SOIL3
PE,PEEQ,PRESS,MISES, S
*RESTART,WRITE
*END STEP
*STEP,INC=200, NLGEOM=YES
  UNIAXIAL COMPRESSION
*STATIC,DIRECT
0.1,20.
*BOUNDARY
TOP,2,2,-.5
*RESTART,WRITE
*END STEP
*STEP,INC=200, NLGEOM=YES
  UNIAXIAL COMPRESSION 1
*STATIC,DIRECT
0.1,20.
*BOUNDARY
TOP1,2,2,-.5
*RESTART,WRITE
*END STEP
*STEP,INC=200, NLGEOM=YES
  UNIAXIAL COMPRESSION 2
*STATIC,DIRECT
0.1,20.
*BOUNDARY
TOP2,2,2,-.5
*END STEP
*STEP,INC=200, NLGEOM=YES
  UNIAXIAL COMPRESSION 3
*STATIC,DIRECT
0.1,20.
*BOUNDARY
TOP3,2,2,-.5
*END STEP