*HEADING
JOINTED ROCK SLOPE, 2 JOINTS, C=30, NONASSOC FLOW,
.5 SH RET
*NODE
*NGEN,NSET=BLHS
*NGEN,NSET=BCEN
*NGEN,NSET=BRHS
*NGEN,NSET=TCEN
*NGEN,NSET=TRHS
*NFILL,BIAS=1.5,TWO STEP
BLHS,BCEN,10
*NFILL,BIAS=.66666666,TWO STEP
BCEN,BRHS,12
*NFILL,BIAS=.66666666,TWO STEP
TCEN,TRHS,12
*NSET,NSET=SLHS,GENERATE
*NSET,NSET=SRHS,GENERATE
*NSET,NSET=BOT,GENERATE
*NSET,NSET=FILN
*ELEMENT,TYPE=CPE4
*ELGEN,ELSET=ALLE
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*ELASTIC
2.8E7,.2
*JOINTED MATERIAL,JOINT DIRECTION=JOINT1
*JOINTED MATERIAL,JOINT DIRECTION=JOINT2
*JOINTED MATERIAL,SHEAR RETENTION
*ORIENTATION,NAME=JOINT1
*ORIENTATION,NAME=JOINT2
*INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC
ALLE,0.,144.,-3600.,0.,.333333
*RESTART,WRITE,FREQUENCY=5
*STEP, UNSYMM=YES
*GEOSTATIC
1.,1.
*DLOAD
ALLE,BY,-25.
*BOUNDARY
BOT,2,2,0.
BLHS,1,1,0.
BRHS,1,1,0.
TRHS,1,1,0.
SLHS,1,2,0.
TCEN,1,2,0.
SRHS,1,2,0.
*EL PRINT
S,MISES,PRESS
E,
PE,
PEQC,
*NODE PRINT
U,RF
*OUTPUT,FIELD,FREQ=5
*NODE OUTPUT
U,
*ELEMENT OUTPUT
PEQC,
*OUTPUT,HISTORY
*NODE OUTPUT,NSET=FILN
U,
*END STEP
*STEP
*STATIC
.1,1.,.001,.1
*CONTROLS,ANALYSIS=DISCONTINUOUS
*BOUNDARY,OP=NEW
BOT,2,2,0.
BLHS,1,1,0.
BRHS,1,1,0.
TRHS,1,1,0.
*MONITOR,NODE=411,DOF=1
*END STEP