*HEADING ONE DIMENSIONAL WICKING PROBLEM, COUPLED *** UNITS: M, TON, SEC, KN *NODE,NSET=ALLN 1,0.,0.,0. 3,.1,0.,0. 101,0.,0.,1. 103,.1,0.,1. 1001,0.,-1.,0. 1003,.1,-1.,0. 1101,0.,-1.,1. 1103,.1,-1.,1. *NGEN,NSET=BOTB 1,3,2 *NGEN,NSET=TOPB 101,103,2 *NFILL,NSET=ALLN BOTB,TOPB,10,10 *NGEN,NSET=BOTF 1001,1003,2 *NGEN,NSET=TOPF 1101,1103,2 *NFILL,NSET=ALLN BOTF,TOPF,10,10 *NSET,NSET=LHS,GENERATE 1,101,10 1001,1101,10 *NSET,NSET=POREP,GENERATE 1, 101, 10 3, 103, 10 1001, 1101, 10 1003, 1103, 10 *ELEMENT,TYPE=C3D6PhT,ELSET=BLOCK 1, 1013,1003,1001, 13, 3, 1 3, 1023,1013,1011, 23, 13, 11 5, 1033,1023,1021, 33, 23, 21 7, 1043,1033,1031, 43, 33, 31 9, 1053,1043,1041, 53, 43, 41 11, 1063,1053,1051, 63, 53, 51 13, 1073,1063,1061, 73, 63, 61 15, 1083,1073,1071, 83, 73, 71 17, 1093,1083,1081, 93, 83, 81 19, 1103,1093,1091, 103, 93, 91 2, 1001,1011,1013, 1, 11, 13 4, 1011,1021,1023, 11, 21, 23 6, 1021,1031,1033, 21, 31, 33 8, 1031,1041,1043, 31, 41, 43 10, 1041,1051,1053, 41, 51, 53 12, 1051,1061,1063, 51, 61, 63 14, 1061,1071,1073, 61, 71, 73 16, 1071,1081,1083, 71, 81, 83 18, 1081,1091,1093, 81, 91, 93 20, 1091,1101,1103, 91, 101, 103 *SOLID SECTION,ELSET=BLOCK,MATERIAL=CORE *MATERIAL,NAME=CORE *ELASTIC 1.3E3,0. *DENSITY 1.5, *EXPANSION .0001, *CONDUCTIVITY 0.1 *SPECIFIC HEAT 10.0 *POROUS BULK MODULI ,2.E6 *PERMEABILITY,SPECIFIC=10. 4.5E-6, *PERMEABILITY,TYPE=SATURATION .666666,.85 1.,1. *SORPTION -100.,.8 -10.,.85 -9.5,.9 -9.,.922 -8.,.947 -7.,.961 -6.,.973 -4.,.988 -2.,.999 0.,1. *SORPTION,TYPE=EXSORPTION -100.,.8 -10.,.85 -9.5,.9 -9.,.922 -8.,.947 -7.,.961 -6.,.973 -4.,.988 -2.,.999 0.,1. *INITIAL CONDITIONS,TYPE=SATURATION ALLN,1. *INITIAL CONDITIONS,TYPE=PORE PRESSURE POREP, 0. *INITIAL CONDITIONS,TYPE=RATIO ALLN,.4235 *INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC BLOCK,0.,1.,-17.9750615,0.,0.,0. *EQUATION 2, 3,8,1.,1,8,-1. 2, 1003,8,1.,1,8,-1. 2, 1001,8,1.,1,8,-1. *BOUNDARY ALLN,1,2 BOTB,3 BOTF,3 BOTF,11 *STEP,INC=1 *GEOSTATIC 1.E-6,1.E-6 *DLOAD BLOCK,GRAV,10.,0.,0.,-1. *BOUNDARY ALLN,8,,0. *OUTPUT,FIELD, frequency=10 *NODE OUTPUT U,POR *ELEMENT OUTPUT SAT,S *END STEP *STEP,INC=100 *SOILS,CONSOLIDATION,UTOL=10. 20.,50000. *BOUNDARY,OP=NEW 1,8,,0. ALLN,1,2,0. BOTB,3,,0. BOTF,3,,0. *CONTROLS,ANALYSIS=DISCONTINUOUS *END STEP