*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.
*boundary
1,pinned
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
*amplitude, name=amp-1
 0.0,0.0,20.0,1.0
*step, nlgeom=no
*dynamic,explicit
 ,20.
*boundary,amplitude=amp-1
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
*output,field
*element output
pe,s,e
*output,history
*element output,elset=alle
pe,peeq,press,mises
*end step