*heading
clay plasticity, cax4r
*node,nset=soil
*element,type=cax4r,elset=qa_test
*solid section,material=sample, elset=qa_test
*material,name=sample
*density
 1.0e-1
*elastic
 18820.,.3
*clay plasticity,hardening=tab
*softening regularization,type=power law
*clay hardening,type=compression,sr=on
*clay hardening,type=tension,sr=on
*initial conditions,type = plastic strain
qa_test,-0.11,-0.11,-0.11
*boundary
1,pinned
3,2
21,1
*amplitude, name=amp-1
 0.,0.,20.,1.0,40.,0.
*step, inc=5000
*static
0.001,40.,,0.075
*boundary,amplitude=amp-1
3,1,,-.1
21,2,,-.1
23,1,2,-.1
*output,field
*element output
s,e,pe
*output,history,frequency=1
*element output, elset=qa_test
pe11,pe22,pe33,press
*end step