*HEADING CLAY PLASTICITY, UNIAXIAL COMPRESSION TEST, CAX8R TEST 9-DIGIT LABELS *PREPRINT, ECHO=YES,HIST=YES,MODEL=YES *RESTART,WRITE *NODE 900000001, 900000003,1. 900000023,1.,1. 900000021,,1. 900000101,0.,2. 900000103,1.,2. 900000123,1.,3. 900000121,0.,3. 900000201,0.,4. 900000203,1.,4. 900000223,1.,5. 900000221,0.,5. 900000301,0.,6. 900000303,1.,6. 900000323,1.,7. 900000321,0.,7. *NGEN,NSET=BOTTOM 900000001,900000003 900000101,900000103 900000201,900000203 900000301,900000303 *NGEN,NSET=TOP 900000021,900000023 *NGEN,NSET=TOP1 900000121,900000123 *NGEN,NSET=TOP2 900000221,900000223 *NGEN,NSET=TOP3 900000321,900000323 *NGEN 900000001,900000021,10 900000003,900000023,10 900000101,900000121,10 900000103,900000123,10 900000201,900000221,10 900000203,900000223,10 900000301,900000321,10 900000303,900000323,10 *NSET,NSET=SOIL,GENERATE 900000001,900000023 *NSET,NSET=SOIL1,GENERATE 900000101,900000123 *NSET,NSET=SOIL2,GENERATE 900000201,900000223 *NSET,NSET=SOIL3,GENERATE 900000301,900000323 *NSET,NSET=LHS 900000001,900000011,900000021 900000101,900000111,900000121 900000201,900000211,900000221 900000301,900000311,900000321 *ELEMENT,TYPE=CAX8R,ELSET=SOIL 900000001,900000001,900000003,900000023,900000021,900000002,900000013,900000022,900000011 *ELEMENT,TYPE=CAX8R,ELSET=SOIL1 900000100,900000101,900000103,900000123,900000121,900000102,900000113,900000122,900000111 *ELEMENT,TYPE=CAX8R,ELSET=SOIL2 900000200,900000201,900000203,900000223,900000221,900000202,900000213,900000222,900000211 *ELEMENT,TYPE=CAX8R,ELSET=SOIL3 900000300,900000301,900000303,900000323,900000321,900000302,900000313,900000322,900000311 *SOLID SECTION,MATERIAL=SAMPLE,ELSET=SOIL *SOLID SECTION,MATERIAL=SAMPLE1,ELSET=SOIL1 *SOLID SECTION,MATERIAL=SAMPLE1,ELSET=SOIL2 *SOLID SECTION,MATERIAL=SAMPLE2,ELSET=SOIL3 *surface,NAME=SIDE 900000001,S3 *surface,NAME=SIDE1 900000100,S3 *surface,NAME=SIDE2 900000200,S3 *surface,NAME=SIDE3 900000300,S3 *MATERIAL,NAME=SAMPLE *ELASTIC 30000.,.3 *CLAY PLASTICITY,HARDENING=TAB ,1.,0.4 *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 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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 *MATERIAL,NAME=SAMPLE1 *ELASTIC 30000.,.3 *CLAY PLASTICITY,HARDENING=TAB ,1.,0.4 *CLAY HARDENING,DEPENDENCIES=1 .60381E-01 , 0.000, , 0.0 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0.730, , 2.0 .52651E+04 , 0.735, , 2.0 .55100E+04 , 0.740, , 2.0 .57646E+04 , 0.745, , 2.0 .60293E+04 , 0.750, , 2.0 .63044E+04 , 0.755, , 2.0 .65902E+04 , 0.760, , 2.0 .68871E+04 , 0.765, , 2.0 .71955E+04 , 0.770, , 2.0 .75156E+04 , 0.775, , 2.0 .78479E+04 , 0.780, , 2.0 .81927E+04 , 0.785, , 2.0 .85504E+04 , 0.790, , 2.0 .89214E+04 , 0.795, , 2.0 .93061E+04 , 0.800, , 2.0 .97049E+04 , 0.805, , 2.0 .10118E+05 , 0.810, , 2.0 .10546E+05 , 0.815, , 2.0 .10990E+05 , 0.820, , 2.0 .11449E+05 , 0.825, , 2.0 .11925E+05 , 0.830, , 2.0 .12417E+05 , 0.835, , 2.0 .12927E+05 , 0.840, , 2.0 .13454E+05 , 0.845, , 2.0 .13999E+05 , 0.850, , 2.0 .14563E+05 , 0.855, , 2.0 .15146E+05 , 0.860, , 2.0 .15748E+05 , 0.865, , 2.0 .16371E+05 , 0.870, , 2.0 .17014E+05 , 0.875, , 2.0 .17678E+05 , 0.880, , 2.0 .18365E+05 , 0.885, , 2.0 .19073E+05 , 0.890, , 2.0 .19804E+05 , 0.895, , 2.0 .20559E+05 , 0.900, , 2.0 .21338E+05 , 0.905, , 2.0 .22141E+05 , 0.910, , 2.0 .22970E+05 , 0.915, , 2.0 .23824E+05 , 0.920, , 2.0 .24704E+05 , 0.925, , 2.0 .25612E+05 , 0.930, , 2.0 .26547E+05 , 0.935, , 2.0 .27511E+05 , 0.940, , 2.0 .28503E+05 , 0.945, , 2.0 .29526E+05 , 0.950, , 2.0 .30578E+05 , 0.955, , 2.0 .31661E+05 , 0.960, , 2.0 .32776E+05 , 0.965, , 2.0 .33924E+05 , 0.970, , 2.0 .35104E+05 , 0.975, , 2.0 .36318E+05 , 0.980, , 2.0 .37566E+05 , 0.985, , 2.0 .38850E+05 , 0.990, , 2.0 .40170E+05 , 0.995, , 2.0 .41526E+05 , 1.000, , 2.0 *MATERIAL,NAME=SAMPLE2 *ELASTIC 30000.,.3 *CLAY PLASTICITY,HARDENING=TAB ,1.,0.4 *CLAY HARDENING,DEPENDENCIES=1 0.30190E-01 , 0.000, , 0.5 0.34214E-01 , 0.005, , 0.5 0.38736E-01 , 0.010, , 0.5 0.43812E-01 , 0.015, , 0.5 0.49507E-01 , 0.020, , 0.5 0.55890E-01 , 0.025, , 0.5 0.63035E-01 , 0.030, , 0.5 0.71025E-01 , 0.035, , 0.5 0.79960E-01 , 0.040, , 0.5 0.89935E-01 , 0.045, , 0.5 0.10106E+00 , 0.050, , 0.5 0.11346E+00 , 0.055, , 0.5 0.12727E+00 , 0.060, , 0.5 0.14264E+00 , 0.065, , 0.5 0.15972E+00 , 0.070, , 0.5 0.17870E+00 , 0.075, , 0.5 0.19976E+00 , 0.080, , 0.5 0.22311E+00 , 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0.190, , 1.5 0.62553E+01 , 0.195, , 1.5 0.68667E+01 , 0.200, , 1.5 0.75327E+01 , 0.205, , 1.5 0.82579E+01 , 0.210, , 1.5 0.90470E+01 , 0.215, , 1.5 0.99050E+01 , 0.220, , 1.5 0.10837E+02 , 0.225, , 1.5 0.11850E+02 , 0.230, , 1.5 0.12948E+02 , 0.235, , 1.5 0.14140E+02 , 0.240, , 1.5 0.15432E+02 , 0.245, , 1.5 0.16831E+02 , 0.250, , 1.5 0.18347E+02 , 0.255, , 1.5 0.19985E+02 , 0.260, , 1.5 0.21757E+02 , 0.265, , 1.5 0.23673E+02 , 0.270, , 1.5 0.25741E+02 , 0.275, , 1.5 0.27975E+02 , 0.280, , 1.5 0.30384E+02 , 0.285, , 1.5 0.32982E+02 , 0.290, , 1.5 0.35781E+02 , 0.295, , 1.5 0.38796E+02 , 0.300, , 1.5 0.42041E+02 , 0.305, , 1.5 0.45533E+02 , 0.310, , 1.5 0.49285E+02 , 0.315, , 1.5 0.53321E+02 , 0.320, , 1.5 0.57653E+02 , 0.325, , 1.5 0.62304E+02 , 0.330, , 1.5 0.67294E+02 , 0.335, , 1.5 0.72646E+02 , 0.340, , 1.5 0.78384E+02 , 0.345, , 1.5 0.84530E+02 , 0.350, , 1.5 0.91108E+02 , 0.355, , 1.5 0.98151E+02 , 0.360, , 1.5 0.10568E+03 , 0.365, , 1.5 0.11374E+03 , 0.370, , 1.5 0.12234E+03 , 0.375, , 1.5 0.13154E+03 , 0.380, , 1.5 0.14135E+03 , 0.385, , 1.5 0.15183E+03 , 0.390, , 1.5 0.16299E+03 , 0.395, , 1.5 0.17490E+03 , 0.400, , 1.5 0.18759E+03 , 0.405, , 1.5 0.20111E+03 , 0.410, , 1.5 0.21549E+03 , 0.415, , 1.5 0.23079E+03 , 0.420, , 1.5 0.24708E+03 , 0.425, , 1.5 0.26439E+03 , 0.430, , 1.5 0.28278E+03 , 0.435, , 1.5 0.30233E+03 , 0.440, , 1.5 0.32307E+03 , 0.445, , 1.5 0.34509E+03 , 0.450, , 1.5 0.36845E+03 , 0.455, , 1.5 0.39322E+03 , 0.460, , 1.5 0.41947E+03 , 0.465, , 1.5 0.44729E+03 , 0.470, , 1.5 0.47674E+03 , 0.475, , 1.5 0.50793E+03 , 0.480, , 1.5 0.54093E+03 , 0.485, , 1.5 0.57584E+03 , 0.490, , 1.5 0.61273E+03 , 0.495, , 1.5 0.65173E+03 , 0.500, , 1.5 0.69294E+03 , 0.505, , 1.5 0.73646E+03 , 0.510, , 1.5 0.78240E+03 , 0.515, , 1.5 0.83088E+03 , 0.520, , 1.5 0.88202E+03 , 0.525, , 1.5 0.93594E+03 , 0.530, , 1.5 0.99276E+03 , 0.535, , 1.5 0.10527E+04 , 0.540, , 1.5 0.11157E+04 , 0.545, , 1.5 0.11821E+04 , 0.550, , 1.5 0.12520E+04 , 0.555, , 1.5 0.13256E+04 , 0.560, , 1.5 0.14029E+04 , 0.565, , 1.5 0.14842E+04 , 0.570, , 1.5 0.15696E+04 , 0.575, , 1.5 0.16595E+04 , 0.580, , 1.5 0.17536E+04 , 0.585, , 1.5 0.18526E+04 , 0.590, , 1.5 0.19566E+04 , 0.595, , 1.5 0.20655E+04 , 0.600, , 1.5 0.21798E+04 , 0.605, , 1.5 0.22996E+04 , 0.610, , 1.5 0.24254E+04 , 0.615, , 1.5 0.25569E+04 , 0.620, , 1.5 0.26948E+04 , 0.625, , 1.5 0.28390E+04 , 0.630, , 1.5 0.29902E+04 , 0.635, , 1.5 0.31483E+04 , 0.640, , 1.5 0.33137E+04 , 0.645, , 1.5 0.34866E+04 , 0.650, , 1.5 0.36673E+04 , 0.655, , 1.5 0.38562E+04 , 0.660, , 1.5 0.40536E+04 , 0.665, , 1.5 0.42597E+04 , 0.670, , 1.5 0.44750E+04 , 0.675, , 1.5 0.46997E+04 , 0.680, , 1.5 0.49341E+04 , 0.685, , 1.5 0.51786E+04 , 0.690, , 1.5 0.54336E+04 , 0.695, , 1.5 0.56995E+04 , 0.700, , 1.5 0.59766E+04 , 0.705, , 1.5 0.62653E+04 , 0.710, , 1.5 0.65661E+04 , 0.715, , 1.5 0.68793E+04 , 0.720, , 1.5 0.72052E+04 , 0.725, , 1.5 0.75447E+04 , 0.730, , 1.5 0.78977E+04 , 0.735, , 1.5 0.82650E+04 , 0.740, , 1.5 0.86469E+04 , 0.745, , 1.5 0.90439E+04 , 0.750, , 1.5 0.94566E+04 , 0.755, , 1.5 0.98853E+04 , 0.760, , 1.5 0.10331E+05 , 0.765, , 1.5 0.10793E+05 , 0.770, , 1.5 0.11273E+05 , 0.775, , 1.5 0.11772E+05 , 0.780, , 1.5 0.12289E+05 , 0.785, , 1.5 0.12826E+05 , 0.790, , 1.5 0.13382E+05 , 0.795, , 1.5 0.13959E+05 , 0.800, , 1.5 0.14557E+05 , 0.805, , 1.5 0.15177E+05 , 0.810, , 1.5 0.15819E+05 , 0.815, , 1.5 0.16485E+05 , 0.820, , 1.5 0.17174E+05 , 0.825, , 1.5 0.17888E+05 , 0.830, , 1.5 0.18626E+05 , 0.835, , 1.5 0.19390E+05 , 0.840, , 1.5 0.20181E+05 , 0.845, , 1.5 0.20998E+05 , 0.850, , 1.5 0.21844E+05 , 0.855, , 1.5 0.22719E+05 , 0.860, , 1.5 0.23622E+05 , 0.865, , 1.5 0.24556E+05 , 0.870, , 1.5 0.25521E+05 , 0.875, , 1.5 0.26517E+05 , 0.880, , 1.5 0.27548E+05 , 0.885, , 1.5 0.28610E+05 , 0.890, , 1.5 0.29706E+05 , 0.895, , 1.5 0.30838E+05 , 0.900, , 1.5 0.32007E+05 , 0.905, , 1.5 0.33212E+05 , 0.910, , 1.5 0.34455E+05 , 0.915, , 1.5 0.35736E+05 , 0.920, , 1.5 0.37056E+05 , 0.925, , 1.5 0.38418E+05 , 0.930, , 1.5 0.39820E+05 , 0.935, , 1.5 0.41266E+05 , 0.940, , 1.5 0.42754E+05 , 0.945, , 1.5 0.44289E+05 , 0.950, , 1.5 0.45867E+05 , 0.955, , 1.5 0.47492E+05 , 0.960, , 1.5 0.49164E+05 , 0.965, , 1.5 0.50886E+05 , 0.970, , 1.5 0.52656E+05 , 0.975, , 1.5 0.54477E+05 , 0.980, , 1.5 0.56349E+05 , 0.985, , 1.5 0.58275E+05 , 0.990, , 1.5 0.60255E+05 , 0.995, , 1.5 0.62289E+05 , 1.000, , 1.5 *INITIAL CONDITIONS,TYPE=RATIO SOIL,1.08,0.,1.08,1. SOIL1,1.08,0.,1.08,1. SOIL2,1.08,0.,1.08,1. SOIL3,1.08,0.,1.08,1. *INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC SOIL,-5.,0.,-5.,10.,1. SOIL1,-5.,0.,-5.,10.,1. SOIL2,-5.,0.,-5.,10.,1. SOIL3,-5.,0.,-5.,10.,1. *INITIAL CONDITIONS,TYPE=FIELD,VARIABLE=1 SOIL2,1 *INITIAL CONDITIONS,TYPE=FIELD,VARIABLE=1 SOIL3,1 *STEP GEOSTATIC INITIAL STRESS STATE **GEOSTATIC *STATIC *DLOAD 900000001,P2,1. 900000100,P2,1. 900000200,P2,1. 900000300,P2,1. *EL PRINT S,PRESS,MISES E, PE, EE, *NODE PRINT U,RF *OUTPUT,FIELD,FREQ=10 *ELEMENT OUTPUT S,E,PE *BOUNDARY TOP,2 TOP1,2 TOP2,2 TOP3,2 BOTTOM,2 LHS,1 *FIELD,VARIABLE=1 SOIL1,1 SOIL2,1 SOIL3,1 *EL PRINT NFORC, *SECTION PRINT,NAME=SIDE34,SURFACE=SIDE,AXES=LOCAL 900000022 900000023 SOF,SOAREA SOM SOCF, *SECTION PRINT,NAME=SIDE341,SURFACE=SIDE1,AXES=LOCAL 900000022 900000023 SOF,SOAREA SOM SOCF, *SECTION PRINT,NAME=SIDE342,SURFACE=SIDE2,AXES=LOCAL 900000022 900000023 SOF,SOAREA SOM SOCF, *SECTION PRINT,NAME=SIDE343,SURFACE=SIDE3,AXES=LOCAL 900000022 900000023 SOF,SOAREA SOM SOCF, *END STEP *STEP,INC=20 UNIAXIAL COMPRESSION *STATIC,DIRECT 1.,20. *BOUNDARY TOP,2,2,-.5 *END STEP *STEP,INC=20 UNIAXIAL COMPRESSION 1 *STATIC,DIRECT 1.,20. *FIELD,VARIABLE=1 SOIL1,1 *BOUNDARY TOP1,2,2,-.5 *END STEP *STEP,INC=20 UNIAXIAL COMPRESSION 2 *STATIC,DIRECT 1.,20. *BOUNDARY TOP2,2,2,-.5 *END STEP *STEP,INC=20 UNIAXIAL COMPRESSION 3 *STATIC,DIRECT 1.,20. *BOUNDARY TOP3,2,2,-.5 *END STEP