*HEADING
CLAY PLASTICITY, BETA=.5 TRIAXIAL COMPRESSION TEST, CAX4R
*NODE
1, 
3,1.
23,1.,1.
21,,1.
*NGEN,NSET=BOTTOM
1,3
*NGEN,NSET=TOP
21,23
*NGEN
1,21,10
3,23,10
*NSET,NSET=SOIL,GENERATE
1,23
*NSET,NSET=LHS
1,11,21
*ELEMENT,TYPE=CAX4R,ELSET=SOIL
1,1,3,23,21
*SOLID SECTION,MATERIAL=SAMPLE, ELSET=SOIL
*MATERIAL,NAME=SAMPLE
*density
 1.0e-1
*ELASTIC
 29556.,.3
*CLAY PLASTICITY,HARDENING=TAB
,1.,0.4,.5
*CLAY HARDENING
 .45286E-01 ,  0.000
 .51321E-01 ,  0.005
 .58103E-01 ,  0.010
 .65718E-01 ,  0.015
 .74260E-01 ,  0.020
 .83833E-01 ,  0.025
 .94551E-01 ,  0.030
 .10654E+00 ,  0.035
 .11994E+00 ,  0.040
 .13490E+00 ,  0.045
 .15159E+00 ,  0.050
 .17019E+00 ,  0.055
 .19091E+00 ,  0.060
 .21396E+00 ,  0.065
 .23958E+00 ,  0.070
 .26805E+00 ,  0.075
 .29964E+00 ,  0.080
 .33467E+00 ,  0.085
 .37349E+00 ,  0.090
 .41646E+00 ,  0.095
 .46400E+00 ,  0.100
 .51655E+00 ,  0.105
 .57459E+00 ,  0.110
 .63864E+00 ,  0.115
 .70927E+00 ,  0.120
 .78709E+00 ,  0.125
 .87278E+00 ,  0.130
 .96707E+00 ,  0.135
 .10707E+01 ,  0.140
 .11846E+01 ,  0.145
 .13096E+01 ,  0.150
 .14467E+01 ,  0.155
 .15971E+01 ,  0.160
 .17617E+01 ,  0.165
 .19420E+01 ,  0.170
 .21392E+01 ,  0.175
 .23547E+01 ,  0.180
 .25902E+01 ,  0.185
 .28472E+01 ,  0.190
 .31276E+01 ,  0.195
 .34333E+01 ,  0.200
 .37664E+01 ,  0.205
 .41290E+01 ,  0.210
 .45235E+01 ,  0.215
 .49525E+01 ,  0.220
 .54186E+01 ,  0.225
 .59248E+01 ,  0.230
 .64742E+01 ,  0.235
 .70700E+01 ,  0.240
 .77159E+01 ,  0.245
 .84156E+01 ,  0.250
 .91730E+01 ,  0.255
 .99926E+01 ,  0.260
 .10879E+02 ,  0.265
 .11836E+02 ,  0.270
 .12871E+02 ,  0.275
 .13987E+02 ,  0.280
 .15192E+02 ,  0.285
 .16491E+02 ,  0.290
 .17890E+02 ,  0.295
 .19398E+02 ,  0.300
 .21020E+02 ,  0.305
 .22766E+02 ,  0.310
 .24643E+02 ,  0.315
 .26660E+02 ,  0.320
 .28826E+02 ,  0.325
 .31152E+02 ,  0.330
 .33647E+02 ,  0.335
 .36323E+02 ,  0.340
 .39192E+02 ,  0.345
 .42265E+02 ,  0.350
 .45555E+02 ,  0.355
 .49076E+02 ,  0.360
 .52842E+02 ,  0.365
 .56869E+02 ,  0.370
 .61172E+02 ,  0.375
 .65769E+02 ,  0.380
 .70675E+02 ,  0.385
 .75912E+02 ,  0.390
 .81496E+02 ,  0.395
 .87450E+02 ,  0.400
 .93794E+02 ,  0.405
 .10055E+03 ,  0.410
 .10774E+03 ,  0.415
 .11540E+03 ,  0.420
 .12354E+03 ,  0.425
 .13220E+03 ,  0.430
 .14139E+03 ,  0.435
 .15116E+03 ,  0.440
 .16154E+03 ,  0.445
 .17255E+03 ,  0.450
 .18423E+03 ,  0.455
 .19661E+03 ,  0.460
 .20974E+03 ,  0.465
 .22364E+03 ,  0.470
 .23837E+03 ,  0.475
 .25396E+03 ,  0.480
 .27046E+03 ,  0.485
 .28791E+03 ,  0.490
 .30637E+03 ,  0.495
 .32587E+03 ,  0.500
 .34647E+03 ,  0.505
 .36823E+03 ,  0.510
 .39120E+03 ,  0.515
 .41544E+03 ,  0.520
 .44101E+03 ,  0.525
 .46797E+03 ,  0.530
 .49638E+03 ,  0.535
 .52632E+03 ,  0.540
 .55786E+03 ,  0.545
 .59106E+03 ,  0.550
 .62601E+03 ,  0.555
 .66277E+03 ,  0.560
 .70144E+03 ,  0.565
 .74210E+03 ,  0.570
 .78482E+03 ,  0.575
 .82971E+03 ,  0.580
 .87685E+03 ,  0.585
 .92634E+03 ,  0.590
 .97828E+03 ,  0.595
 .10328E+04 ,  0.600
 .10899E+04 ,  0.605
 .11499E+04 ,  0.610
 .12127E+04 ,  0.615
 .12785E+04 ,  0.620
 .13474E+04 ,  0.625
 .14196E+04 ,  0.630
 .14951E+04 ,  0.635
 .15741E+04 ,  0.640
 .16568E+04 ,  0.645
 .17433E+04 ,  0.650
 .18337E+04 ,  0.655
 .19281E+04 ,  0.660
 .20268E+04 ,  0.665
 .21299E+04 ,  0.670
 .22375E+04 ,  0.675
 .23498E+04 ,  0.680
 .24670E+04 ,  0.685
 .25893E+04 ,  0.690
 .27168E+04 ,  0.695
 .28498E+04 ,  0.700
 .29883E+04 ,  0.705
 .31327E+04 ,  0.710
 .32830E+04 ,  0.715
 .34396E+04 ,  0.720
 .36027E+04 ,  0.725
 .37723E+04 ,  0.730
 .39489E+04 ,  0.735
 .41325E+04 ,  0.740
 .43234E+04 ,  0.745
 .45219E+04 ,  0.750
 .47283E+04 ,  0.755
 .49426E+04 ,  0.760
 .51653E+04 ,  0.765
 .53966E+04 ,  0.770
 .56367E+04 ,  0.775
 .58859E+04 ,  0.780
 .61445E+04 ,  0.785
 .64128E+04 ,  0.790
 .66911E+04 ,  0.795
 .69796E+04 ,  0.800
 .72787E+04 ,  0.805
 .75886E+04 ,  0.810
 .79098E+04 ,  0.815
 .82425E+04 ,  0.820
 .85870E+04 ,  0.825
 .89437E+04 ,  0.830
 .93129E+04 ,  0.835
 .96950E+04 ,  0.840
 .10090E+05 ,  0.845
 .10499E+05 ,  0.850
 .10922E+05 ,  0.855
 .11359E+05 ,  0.860
 .11811E+05 ,  0.865
 .12278E+05 ,  0.870
 .12760E+05 ,  0.875
 .13259E+05 ,  0.880
 .13773E+05 ,  0.885
 .14305E+05 ,  0.890
 .14853E+05 ,  0.895
 .15419E+05 ,  0.900
 .16003E+05 ,  0.905
 .16606E+05 ,  0.910
 .17227E+05 ,  0.915
 .17868E+05 ,  0.920
 .18528E+05 ,  0.925
 .19209E+05 ,  0.930
 .19910E+05 ,  0.935
 .20633E+05 ,  0.940
 .21378E+05 ,  0.945
 .22144E+05 ,  0.950
 .22933E+05 ,  0.955
 .23746E+05 ,  0.960
 .24582E+05 ,  0.965
 .25443E+05 ,  0.970
 .26328E+05 ,  0.975
 .27238E+05 ,  0.980
 .28175E+05 ,  0.985
 .29138E+05 ,  0.990
 .30127E+05 ,  0.995
 .31145E+05 ,  1.000
*INITIAL CONDITIONS,TYPE=RATIO
SOIL,1.08,0.,1.08,1.
*INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC
SOIL,-100.,0.,-100.,10.,1.
*STEP,NLGEOM=YES
  GEOSTATIC INITIAL STRESS STATE
*GEOSTATIC
*DLOAD
1,P2,100.
*EL PRINT
S, 
SINV, 
E, 
PE, 
EE, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE
*BOUNDARY
TOP,2
BOTTOM,2
LHS,1
*output,field
*node output
 u
*element output
 press,mises,peeq,s
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=SOIL
PE,PEEQ,PRESS,MISES, S
*restart, write
*END STEP
*STEP,INC=200,NLGEOM=YES
  TRIAXIAL COMPRESSION
*STATIC,DIRECT
1.e-1,20.
*BOUNDARY
TOP,2,2,-.5
*END STEP