*HEADING
 Mohr-Coulomb, CAX4R element, Triaxial Extension
*NODE,NSET=ALLN
*ELEMENT,TYPE=CAX4R,ELSET=ALLE
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE,CONTROLS=HG
*SECTION CONTROL, HOURGLASS=ENHANCED,NAME=HG
*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,INC=1
*GEOSTATIC
 1.,1.
*DLOAD
 1,P2,5000.
 1,P3,5000.
*EL PRINT
 S,
 SINV,
 E,
 PE,
 EE,
*NODE PRINT
 U,
 RF,
*EL FILE,FREQ=10
 S,E,PE
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*output,history
*element output,elset=alle
 press,mises,peeq,s
*Restart, write, frequency=1
**
*END STEP
*STEP,INC=20
*STATIC,DIRECT
 1.,20.
*BOUNDARY
 3,2,,.2
 4,2,,.2
*EL PRINT
 S,
 SINV,
 E,
 PE,
 EE,
*NODE PRINT
 U,
 RF,
*EL FILE,FREQ=10
 S,E,PE
*END STEP