*heading
 clay plasticity, uniaxial compression test, cax4r
 test 9-digit labels
*IMPORT, UPDATE=NO, STATE=YES, STEP=1
SOIL
SOIL1
SOIL2
SOIL3
*restart,write
*step
  geostatic initial stress state
*dynamic,explicit
 ,1.0e-5
*boundary
top,2
top1,2
top2,2
top3,2
bottom,2
lhs,1
*field,variable=1
soil1,1
soil2,1
soil3,1
*dload
900000001,p2,1.
900000100,p2,1.
900000200,p2,1.
900000300,p2,1.
*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
*end step
*amplitude, name=amp-1
 0.0,0.0,20.0,1.0
*step
  uniaxial compression
*dynamic,explicit
 ,20.
*boundary,amplitude=amp-1
top,2,2,-.5
*end step
*step
  uniaxial compression 1
*dynamic,explicit
 ,20.
*field,variable=1
soil1,1
*boundary,amplitude=amp-1
top1,2,2,-.5
*end step
*step
  uniaxial compression 2
*dynamic,explicit
 ,20.
*boundary,amplitude=amp-1
top2,2,2,-.5
*end step
*step
  uniaxial compression 3
*dynamic,explicit
 ,20.
*boundary,amplitude=amp-1
top3,2,2,-.5
*end step