*HEADING
: PORE PRESSURE COUPLED CONTACT (CPE4P) (NO SLIDING)
*restart,write
*NODE,NSET=NALL
**
*ELEMENT,TYPE=CPE4P,ELSET=BOT
*ELEMENT,TYPE=CPE4P,ELSET=UP
*ELSET,ELSET=EALL
BOT,UP
*SOLID SECTION,ELSET=EALL,MATERIAL=MAT
*MATERIAL,NAME=MAT
*ELASTIC
30.E6,0.0
*PERMEABILITY
 1.E-4,
*surface,NAME=MAS
BOT,S3
*surface,NAME=SLA
UP,S1
*SURFACE INTERACTION,NAME=ISLS
1.,
*CONTACT PAIR,INTERACTION=ISLS
SLA, MAS
*BOUNDARY
101,1,2
102,1,2
108,1,1
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*STEP,INC=10
*SOILS,CONSOLIDATION
*BOUNDARY
101,8,8,1
102,8,8,1
107,8,8,2
108,8,8,2
*DLOAD
21,P3,10.
*CONTACT PRINT,F=10
PFL,PFLA,PTL,PTLA
TPFL,TPTL
**
*CONTACT FILE,F=10
CAREA,
PFL, PFLA, PTL, PTLA
TPFL,TPTL
*OUTPUT,FIELD,FREQ=10
*CONTACT OUTPUT
PFL,PFLA,PTL,PTLA
*NODE PRINT,F=10
POR,
*NODE FILE,F=10
POR,
*OUTPUT,FIELD,FREQ=10
*NODE OUTPUT
POR,
*EL PRINT, F=0
*ENDSTEP