*HEADING
 Mohr-Coulomb, CAX4R element, Triaxial Compression
*NODE,NSET=ALLN
*ELEMENT,TYPE=CAX4R,ELSET=ALLE
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*density
 1.0
*ELASTIC
 300.E3,.3
*MOHR COULOMB
*MOHR COULOMB HARDENING
*BOUNDARY
 1,PINNED
 2,2
 4,1
*INITIAL CONDITIONS,TYPE=STRESS
 ALLE,-5000.,-5000.,-5000.
*STEP, nlgeom=no
*dynamic, explicit
  ,1.
*DLOAD
 1,P2,5000.
 1,P3,5000.
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*Restart, write
*END STEP
*STEP, nlgeom=no
*dynamic, explicit
 ,20.
*amplitude, name=amp-1
 0.0,0.0,20.,1.0
*BOUNDARY,amplitude=amp-1
 3,2,,-.2
 4,2,,-.2
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*END STEP