*heading clay plasticity, uniaxial compression test, cax4r test 9-digit labels *preprint, echo=yes,hist=yes,model=yes *restart,write *node,nset=soil 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. *nset,nset=bottom 900000001,900000003 900000101,900000103 900000201,900000203 900000301,900000303 *nset,nset=top 900000021,900000023 *nset,nset=top1 900000121,900000123 *nset,nset=top2 900000221,900000223 *nset,nset=top3 900000321,900000323 *nset,nset=soil 900000001,900000003,900000023,900000021 *nset,nset=soil1 900000101,900000103,900000123,900000121 *nset,nset=soil2 900000201,900000203,900000223,900000221 *nset,nset=soil3 900000301,900000303,900000323,900000321 *nset,nset=lhs 900000001,900000021 900000101,900000121 900000201,900000221 900000301,900000321 *element,type=cax4r,elset=soil 900000001,900000001,900000003,900000023,900000021 *element,type=cax4r,elset=soil1 900000100,900000101,900000103,900000123,900000121 *element,type=cax4r,elset=soil2 900000200,900000201,900000203,900000223,900000221 *element,type=cax4r,elset=soil3 900000300,900000301,900000303,900000323,900000321 *elset,elset=eout soil,soil1,soil2,soil3 *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 *density 1.0e-1 *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 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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 *density 1.0e-1 *elastic 30000.,.3 *clay plasticity,hardening=tab ,1.,0.4 *clay hardening,dependencies=1 .60381e-01 , 0.000, , 0.0 .68428e-01 , 0.005, , 0.0 .77471e-01 , 0.010, , 0.0 .87624e-01 , 0.015, , 0.0 .99014e-01 , 0.020, , 0.0 .11178e+00 , 0.025, , 0.0 .12607e+00 , 0.030, , 0.0 .14205e+00 , 0.035, , 0.0 .15992e+00 , 0.040, , 0.0 .17987e+00 , 0.045, , 0.0 .20212e+00 , 0.050, , 0.0 .22692e+00 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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 *amplitude, name=amp-1 0.0,0.0,20.0,1.0 *step, nlgeom=no geostatic initial stress state *dynamic,explicit ,1.0e-3 *boundary top,2 top1,2 top2,2 top3,2 bottom,2 lhs,1 *field,variable=1 soil1,1 soil2,1 soil3,1 *dload 900000001,p2,1. 900000100,p2,1. 900000200,p2,1. 900000300,p2,1. *output,field *element output s,e,pe *output,history *element output, elset=eout pe,peeq,press,mises *end step *step, nlgeom=no uniaxial compression *dynamic,explicit ,20. *boundary,amplitude=amp-1 top,2,2,-.5 *end step *step, nlgeom=no uniaxial compression 1 *dynamic,explicit ,20. *field,variable=1 soil1,1 *boundary,amplitude=amp-1 top1,2,2,-.5 *end step *step, nlgeom=no uniaxial compression 2 *dynamic,explicit ,20. *boundary,amplitude=amp-1 top2,2,2,-.5 *end step *step, nlgeom=no uniaxial compression 3 *dynamic,explicit ,20. *boundary,amplitude=amp-1 top3,2,2,-.5 *end step