*HEADING
  DLOAD TYPE CORIO 
*PREPRINT, MODEL=YES
*NODE,NSET=COH3D8P
11, 0., 0., 0.
12, 0., 0., 7.
13, 7., 0., 7.
14, 7., 0., 0.
15, 0., 7., 0.
16, 0., 7., 7.
17, 7., 7., 7.
18, 7., 7., 0.
*SYSTEM 
0, 10, 0
*NODE,NSET=COH3D6P
21, 0., 0., 0.
22, 0., 0., 7.
23, 7., 0., 7.
24, 7., 0., 0.
25, 0., 7., 0.
26, 0., 7., 7.
27, 7., 7., 7.
28, 7., 7., 0.
*SYSTEM
0, 20, 0
*NODE, NSET=COH2D4P
31, 0., 0., 0.
32, 7., 0., 0.
33, 7., 7., 0.
34, 0., 7., 0.
*NSET, NSET=COH3DP
COH3D8P, COH3D6P
*ELEMENT,TYPE=COH3D8P, ELSET=COH3D8P,OFFSET=100
11, 11, 12, 13, 14, 15, 16, 17, 18
*ELEMENT,TYPE=COH3D6P, ELSET=COH3D6P,OFFSET=100
21, 21, 22, 23, 25, 26, 27
22, 24, 21, 23, 28, 25, 27
*ELEMENT, TYPE=COH2D4P, ELSET=COH2D4P,OFFSET=100
31, 31, 32, 33, 34
*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
1., 1., 1E-05, 1., 
*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, CORIOMAG
*NODE OUTPUT, NSET=QA_TEST_NALL
 U, RF
*OUTPUT, HISTORY, FREQUENCY=0
*EL PRINT
 LOADS
*NODE PRINT
 U, RF, 
*END STEP