*HEADING
 TRIAXIAL TEST  (KPA,M,DAYS)                  
*NODE
1010,0.,0.
1410,.02
1018,,.06
1418,.02,.06
*NGEN,NSET=TOP
1018,1418,100
*NGEN,NSET=BOTTOM
1010,1410,100
*NFILL,NSET=ALLNODES
BOTTOM,TOP,8,1
*NSET,NSET=RHS,GENERATE
1410,1418,1
*NSET,NSET=CENTER,GENERATE
1010,1018,1
*ELEMENT,TYPE=CAX8RP
1111,1010,1210,1212,1012,1110,1211,1112,1011
*ELGEN,ELSET=SOIL
1111,2,200,200,4,2,2
*ELSET,ELSET=RHS
1311,1313,1315,1317
*ELSET,ELSET=PRINT
1111, 
*SOLID SECTION,ELSET=SOIL,MATERIAL=SOIL
*MATERIAL,NAME=SOIL
*ELASTIC
 15000.,.3
*CLAY PLASTICITY, HARDENING=TABULAR
,1.,1.0
*CLAY HARDENING
 .11075E-12 ,  0.000
 .34210E-07 ,  0.200
 .15914E-03 ,  0.400
 .60381E-01 ,  0.600
 .45778E+01 ,  0.800
 .25864E+02 ,  0.900
 .11658E+03 ,  1.000
 .11823E+03 ,  1.001
 .11990E+03 ,  1.002
 .12159E+03 ,  1.003
 .12331E+03 ,  1.004
 .12504E+03 ,  1.005
 .12680E+03 ,  1.006
 .12858E+03 ,  1.007
 .13038E+03 ,  1.008
 .13220E+03 ,  1.009
 .13405E+03 ,  1.010
 .13592E+03 ,  1.011
 .13781E+03 ,  1.012
 .13973E+03 ,  1.013
 .14167E+03 ,  1.014
 .14364E+03 ,  1.015
 .14563E+03 ,  1.016
 .14765E+03 ,  1.017
 .14969E+03 ,  1.018
 .15175E+03 ,  1.019
 .15385E+03 ,  1.020
 .15596E+03 ,  1.021
 .15811E+03 ,  1.022
 .16028E+03 ,  1.023
 .16247E+03 ,  1.024
 .16470E+03 ,  1.025
 .16695E+03 ,  1.026
 .16923E+03 ,  1.027
 .17154E+03 ,  1.028
 .17387E+03 ,  1.029
 .17624E+03 ,  1.030
 .17863E+03 ,  1.031
 .18105E+03 ,  1.032
 .18351E+03 ,  1.033
 .18599E+03 ,  1.034
 .18850E+03 ,  1.035
 .19104E+03 ,  1.036
 .19362E+03 ,  1.037
 .19622E+03 ,  1.038
 .19886E+03 ,  1.039
 .20153E+03 ,  1.040
 .20423E+03 ,  1.041
 .20696E+03 ,  1.042
 .20973E+03 ,  1.043
 .21252E+03 ,  1.044
 .21536E+03 ,  1.045
 .21822E+03 ,  1.046
 .22112E+03 ,  1.047
 .22406E+03 ,  1.048
 .22703E+03 ,  1.049
 .23003E+03 ,  1.050
 .23308E+03 ,  1.051
 .23615E+03 ,  1.052
 .23927E+03 ,  1.053
 .24242E+03 ,  1.054
 .24560E+03 ,  1.055
 .24883E+03 ,  1.056
 .25209E+03 ,  1.057
 .25540E+03 ,  1.058
 .25874E+03 ,  1.059
 .26212E+03 ,  1.060
 .26553E+03 ,  1.061
 .26899E+03 ,  1.062
 .27249E+03 ,  1.063
 .27603E+03 ,  1.064
 .27962E+03 ,  1.065
 .28324E+03 ,  1.066
 .28690E+03 ,  1.067
 .29061E+03 ,  1.068
 .29436E+03 ,  1.069
 .29816E+03 ,  1.070
 .30199E+03 ,  1.071
 .30588E+03 ,  1.072
 .30980E+03 ,  1.073
 .31378E+03 ,  1.074
 .31779E+03 ,  1.075
 .32186E+03 ,  1.076
 .32597E+03 ,  1.077
 .33012E+03 ,  1.078
 .33433E+03 ,  1.079
 .33858E+03 ,  1.080
 .34288E+03 ,  1.081
 .34723E+03 ,  1.082
 .35163E+03 ,  1.083
 .35608E+03 ,  1.084
 .36058E+03 ,  1.085
 .36513E+03 ,  1.086
 .36973E+03 ,  1.087
 .37438E+03 ,  1.088
 .37908E+03 ,  1.089
 .38384E+03 ,  1.090
 .38865E+03 ,  1.091
 .39352E+03 ,  1.092
 .39844E+03 ,  1.093
 .40341E+03 ,  1.094
 .40844E+03 ,  1.095
 .41353E+03 ,  1.096
 .41867E+03 ,  1.097
 .42387E+03 ,  1.098
 .42913E+03 ,  1.099
 .43444E+03 ,  1.100
 .46196E+03 ,  1.105
 .49097E+03 ,  1.110
 .52160E+03 ,  1.115
 .55391E+03 ,  1.120
 .62395E+03 ,  1.130
 .70176E+03 ,  1.140
 .78808E+03 ,  1.150
 .13770E+04 ,  1.200
 .37997E+04 ,  1.300
 .20559E+05 ,  1.500
 .34617E+06 ,  2.000
 .10883E+08 ,  4.000
 .18102E+08 , 10.000
*PERMEABILITY,TYPE=ISO,SPECIFIC=10.
.1728E-3,1.
*BOUNDARY
CENTER,1
BOTTOM,2
TOP,1,8
**TOP,8
*INITIAL CONDITIONS,TYPE=RATIO
ALLNODES,1.08
*INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC
SOIL,-100.,0.,-100.,4.,1.
*RESTART,WRITE,FREQUENCY=5
*STEP
  GEOSTATIC INITIAL STRESS STATE
*GEOSTATIC
*DLOAD
RHS,P2,100.
*EL PRINT,ELSET=PRINT
VOIDR, 
PRESS,MISES,PEEQ,PEMAG,EE11,EE22,EE33,EE12
*EL PRINT,ELSET=PRINT,POSITION=CENTROIDAL,FREQUENCY=2
S, 
E, 
SINV, 
*EL PRINT,FREQUENCY=99
S, 
E, 
SINV, 
*EL FILE,ELSET=PRINT,POSITION=CENTROIDAL,FREQUENCY=10
S, 
E, 
SINV, 
*NODE PRINT,FREQUENCY=5
U, 
RF, 
POR,RVT
*NODE FILE,FREQUENCY=10
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*NODE OUTPUT
U,
RF,
*END STEP
*STEP,INC=100,AMPLITUDE=RAMP
  TRIAXIAL COMPRESSION OVER 400 DAYS
*SOILS,CONSOLIDATION,UTOL=.16
1., 400., .25, 8.
*CONTROLS,PARAMETERS=FIELD,FIELD=DISPLACEMENT
 , , ,0.1
*BOUNDARY
TOP,2,2,-.036
*END STEP