*HEADING
  DLOAD TYPE CORIO
*PREPRINT, MODEL=YES
*NODE,NSET=COH3D8P
*SYSTEM
*NODE,NSET=COH3D6P
*SYSTEM
*NODE, NSET=COH2D4P
*NSET, NSET=COH3DP
COH3D8P, COH3D6P
*ELEMENT,TYPE=COH3D8P, ELSET=COH3D8P,OFFSET=100
*ELEMENT,TYPE=COH3D6P, ELSET=COH3D6P,OFFSET=100
*ELEMENT, TYPE=COH2D4P, ELSET=COH2D4P,OFFSET=100
*ELSET, ELSET=EALL
COH3D8P, COH3D6P, COH2D4P
*COHESIVE SECTION, THICKNESS=GEOMETRY, MATERIAL=COH, ELSET=EALL, RESPONSE=CONTINUUM
*MATERIAL,NAME=COH
*ELASTIC
3.E6, 0.3
*ELSET, ELSET=QA_TEST_EALL
EALL
*NSET, NSET=QA_TEST_NALL
COH3D8P, COH3D6P, COH2D4P
***************************
** 	STEP-1
***************************
*STEP, NAME=BX, NLGEOM=YES, UNSYMM=YES
*SOILS, CONSOLIDATION, END=PERIOD, UTOL=1E+06
*BOUNDARY
COH3DP, 1, 1, 0.0005
COH3DP, 2, 2, 0.001
COH3DP, 3, 3
COH2D4P, 2, 2, 0.001
COH2D4P, 1, 1
*DLOAD
 COH3D8P,CORIO,5., 0., 0., 0., 1., 0., 0.
 COH3D6P,CORIO,5., 0., 0., 0., 1., 0., 0.
 COH2D4P,CORIO,5., 0., 0., 0., 0., 0., 1.
*OUTPUT, FIELD
*ELEMENT OUTPUT, ELSET=QA_TEST_EALL
 S
*NODE OUTPUT, NSET=QA_TEST_NALL
 U, RF
*OUTPUT, HISTORY, FREQUENCY=0
*EL PRINT
 LOADS,
*NODE PRINT
 U, RF,
*END STEP