*heading
clay plasticity, k=.78 triaxial extension test, cax4r
*node,nset=soil
1, 
3,1.
23,1.,1.
21,,1.
*nset,nset=bottom
1,3
*nset,nset=top
21,23
*nset,nset=lhs
1,21
*element,type=cax4r,elset=soil
1,1,3,23,21
*solid section,material=sample, elset=soil
*material,name=sample
*density
 1.0e-1
*elastic
 28140.,.3
*clay plasticity,hardening=tab,dependencies=1
,0.9,0.4,1.,.78,,1.0
,1.1,0.4,1.,.78,,2.0
*clay hardening
 .60381e-01 ,  0.000
 .68428e-01 ,  0.005
 .77471e-01 ,  0.010
 .87624e-01 ,  0.015
 .99014e-01 ,  0.020
 .11178e+00 ,  0.025
 .12607e+00 ,  0.030
 .14205e+00 ,  0.035
 .15992e+00 ,  0.040
 .17987e+00 ,  0.045
 .20212e+00 ,  0.050
 .22692e+00 ,  0.055
 .25454e+00 ,  0.060
 .28528e+00 ,  0.065
 .31945e+00 ,  0.070
 .35740e+00 ,  0.075
 .39952e+00 ,  0.080
 .44623e+00 ,  0.085
 .49799e+00 ,  0.090
 .55529e+00 ,  0.095
 .61867e+00 ,  0.100
 .68873e+00 ,  0.105
 .76612e+00 ,  0.110
 .85151e+00 ,  0.115
 .94569e+00 ,  0.120
 .10495e+01 ,  0.125
 .11637e+01 ,  0.130
 .12894e+01 ,  0.135
 .14276e+01 ,  0.140
 .15795e+01 ,  0.145
 .17461e+01 ,  0.150
 .19290e+01 ,  0.155
 .21294e+01 ,  0.160
 .23490e+01 ,  0.165
 .25893e+01 ,  0.170
 .28522e+01 ,  0.175
 .31396e+01 ,  0.180
 .34536e+01 ,  0.185
 .37963e+01 ,  0.190
 .41702e+01 ,  0.195
 .45778e+01 ,  0.200
 .50218e+01 ,  0.205
 .55053e+01 ,  0.210
 .60313e+01 ,  0.215
 .66033e+01 ,  0.220
 .72248e+01 ,  0.225
 .78997e+01 ,  0.230
 .86322e+01 ,  0.235
 .94267e+01 ,  0.240
 .10288e+02 ,  0.245
 .11221e+02 ,  0.250
 .12231e+02 ,  0.255
 .13323e+02 ,  0.260
 .14505e+02 ,  0.265
 .15782e+02 ,  0.270
 .17161e+02 ,  0.275
 .18650e+02 ,  0.280
 .20256e+02 ,  0.285
 .21988e+02 ,  0.290
 .23854e+02 ,  0.295
 .25864e+02 ,  0.300
 .28027e+02 ,  0.305
 .30355e+02 ,  0.310
 .32857e+02 ,  0.315
 .35547e+02 ,  0.320
 .38435e+02 ,  0.325
 .41536e+02 ,  0.330
 .44863e+02 ,  0.335
 .48431e+02 ,  0.340
 .52256e+02 ,  0.345
 .56353e+02 ,  0.350
 .60739e+02 ,  0.355
 .65434e+02 ,  0.360
 .70456e+02 ,  0.365
 .75825e+02 ,  0.370
 .81563e+02 ,  0.375
 .87691e+02 ,  0.380
 .94234e+02 ,  0.385
 .10122e+03 ,  0.390
 .10866e+03 ,  0.395
 .11660e+03 ,  0.400
 .12506e+03 ,  0.405
 .13407e+03 ,  0.410
 .14366e+03 ,  0.415
 .15386e+03 ,  0.420
 .16472e+03 ,  0.425
 .17626e+03 ,  0.430
 .18852e+03 ,  0.435
 .20155e+03 ,  0.440
 .21538e+03 ,  0.445
 .23006e+03 ,  0.450
 .24563e+03 ,  0.455
 .26215e+03 ,  0.460
 .27965e+03 ,  0.465
 .29819e+03 ,  0.470
 .31783e+03 ,  0.475
 .33862e+03 ,  0.480
 .36062e+03 ,  0.485
 .38389e+03 ,  0.490
 .40849e+03 ,  0.495
 .43449e+03 ,  0.500
 .46196e+03 ,  0.505
 .49097e+03 ,  0.510
 .52160e+03 ,  0.515
 .55392e+03 ,  0.520
 .58801e+03 ,  0.525
 .62396e+03 ,  0.530
 .66184e+03 ,  0.535
 .70177e+03 ,  0.540
 .74381e+03 ,  0.545
 .78808e+03 ,  0.550
 .83468e+03 ,  0.555
 .88370e+03 ,  0.560
 .93526e+03 ,  0.565
 .98946e+03 ,  0.570
 .10464e+04 ,  0.575
 .11063e+04 ,  0.580
 .11691e+04 ,  0.585
 .12351e+04 ,  0.590
 .13044e+04 ,  0.595
 .13770e+04 ,  0.600
 .14532e+04 ,  0.605
 .15331e+04 ,  0.610
 .16169e+04 ,  0.615
 .17046e+04 ,  0.620
 .17965e+04 ,  0.625
 .18927e+04 ,  0.630
 .19935e+04 ,  0.635
 .20989e+04 ,  0.640
 .22091e+04 ,  0.645
 .23244e+04 ,  0.650
 .24449e+04 ,  0.655
 .25708e+04 ,  0.660
 .27024e+04 ,  0.665
 .28398e+04 ,  0.670
 .29833e+04 ,  0.675
 .31331e+04 ,  0.680
 .32894e+04 ,  0.685
 .34524e+04 ,  0.690
 .36224e+04 ,  0.695
 .37997e+04 ,  0.700
 .39844e+04 ,  0.705
 .41769e+04 ,  0.710
 .43774e+04 ,  0.715
 .45862e+04 ,  0.720
 .48035e+04 ,  0.725
 .50298e+04 ,  0.730
 .52651e+04 ,  0.735
 .55100e+04 ,  0.740
 .57646e+04 ,  0.745
 .60293e+04 ,  0.750
 .63044e+04 ,  0.755
 .65902e+04 ,  0.760
 .68871e+04 ,  0.765
 .71955e+04 ,  0.770
 .75156e+04 ,  0.775
 .78479e+04 ,  0.780
 .81927e+04 ,  0.785
 .85504e+04 ,  0.790
 .89214e+04 ,  0.795
 .93061e+04 ,  0.800
 .97049e+04 ,  0.805
 .10118e+05 ,  0.810
 .10546e+05 ,  0.815
 .10990e+05 ,  0.820
 .11449e+05 ,  0.825
 .11925e+05 ,  0.830
 .12417e+05 ,  0.835
 .12927e+05 ,  0.840
 .13454e+05 ,  0.845
 .13999e+05 ,  0.850
 .14563e+05 ,  0.855
 .15146e+05 ,  0.860
 .15748e+05 ,  0.865
 .16371e+05 ,  0.870
 .17014e+05 ,  0.875
 .17678e+05 ,  0.880
 .18365e+05 ,  0.885
 .19073e+05 ,  0.890
 .19804e+05 ,  0.895
 .20559e+05 ,  0.900
 .21338e+05 ,  0.905
 .22141e+05 ,  0.910
 .22970e+05 ,  0.915
 .23824e+05 ,  0.920
 .24704e+05 ,  0.925
 .25612e+05 ,  0.930
 .26547e+05 ,  0.935
 .27511e+05 ,  0.940
 .28503e+05 ,  0.945
 .29526e+05 ,  0.950
 .30578e+05 ,  0.955
 .31661e+05 ,  0.960
 .32776e+05 ,  0.965
 .33924e+05 ,  0.970
 .35104e+05 ,  0.975
 .36318e+05 ,  0.980
 .37566e+05 ,  0.985
 .38850e+05 ,  0.990
 .40170e+05 ,  0.995
 .41526e+05 ,  1.000
*initial conditions,type=stress,geostatic
soil,-100.,0.,-100.,10.,1.
*amplitude, name=amp-1
 0.0,0.0,20.0,1.0
*Elset,Elset=QA_TEST
SOIL
*Nset,nset=qa_test
SOIL
*step, nlgeom=no
  geostatic initial stress state
*dynamic,explicit
 ,1.0
*boundary
top,2
bottom,2
lhs,1
*dload
1,p2,100.
*output,field
*element output
pe,s,e
*output,field
*node output,nset=qa_test
 u
*element output,elset=qa_test
peeq,
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=SOIL
PE,PEEQ,PRESS,MISES, S
*restart, write
*end step
*step, nlgeom=no
  triaxial extension
*dynamic,explicit
 ,20.
*boundary, amplitude=amp-1
top,2,2,.4
*end step