*HEADING
CLAY PLASTICITY, HYDROSTATIC COMPRESSION TEST, C3D8
*NODE,NSET=ALLN
*ELEMENT,TYPE=C3D8,ELSET=ALLE
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*density
 1.0e-1
*ELASTIC
 18820.,.3
*CLAY PLASTICITY,HARDENING=TAB
*CLAY HARDENING
*INITIAL CONDITIONS,TYPE=RATIO
ALLN,1.08
*INITIAL CONDITIONS,TYPE=STRESS
ALLE,-1.,-1.,-1.
*STEP
	GEOSTATIC INITIAL STRESS STATE
*GEOSTATIC
*DLOAD
1,P2,1.
*EL PRINT
S,
SINV,
E,
PE,
EE,
*NODE PRINT
U,
RF,
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
PE,S,E
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=ALLE
PE,PEEQ,PRESS,MISES, S
*restart, write
*END STEP
*STEP,INC=200
*STATIC,DIRECT
1e-1,20.
*BOUNDARY
7,1,3,-.1
2,1,,-.1
3,1,,-.1
6,1,,-.1
3,2,,-.1
4,2,,-.1
8,2,,-.1
5,3,,-.1
*EL PRINT
S,
SINV,
E,
PE,
EE,
*NODE PRINT
U,
RF,
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
PE,S,E
*END STEP