*HEADING DLOAD, FLOW, DFLOW and CFOW OR PORE PRESSURE ELEMENTS [C3D4P] *PREPRINT,model=yes *NODE,NSET=NALL 1, 1.0000, 0.0000, 0.0000 3, 4.0000, 0.0000, 0.0000 7, 1.0000, 0.0000, -1.0000 9, 4.0000, 0.0000, -1.0000 19, 1.0000, 5.0000, 0.0000 21, 4.0000, 5.0000, 0.0000 25, 1.0000, 5.0000, -1.0000 27, 4.0000, 5.0000, -1.0000 *NSET,NSET=NS1 1 , 7 , 25 *NSET,NSET=NS2 1 , 3 , 9 , 7 *NSET,NSET=NS3 1 , 3 , 21 , 19 *NSET,NSET=CORNERS1 1, 3, 7, 9 *NSET,NSET=CORNERS2 25, 27, 19, 21 *NSET,NSET=CORNERS3 19, 21, 1, 3 *NSET,NSET=CORNERS4 21, 27, 3, 9 *NSET,NSET=CORNERS5 27, 25, 7, 9 *NSET,NSET=CORNERS6 25, 19, 1, 7 *NSET,NSET=CORNERS CORNERS1, CORNERS2, CORNERS3, CORNERS4, CORNERS5, CORNERS6, *ELEMENT,TYPE=C3D6P,ELSET=ELEMS 1, 1, 3, 9,19,21,27 2, 9, 7, 1,27,25,19 *surface, NAME=SIDE_1 1, S1 2, S1 *surface, NAME=SIDE_2 1, S2 2, S2 *surface, NAME=SIDE_3 1, S3 *surface, NAME=SIDE_4 1, S4 *surface, NAME=SIDE_5 2, S3 *surface, NAME=SIDE_6 2, S4 *SOLID SECTION,MATERIAL=A1, ELSET=ELEMS *MATERIAL,NAME=A1 *ELASTIC 1.E8, *PERMEABILITY,SPECIFIC=1.0 1.E-5, *DENSITY 1.7321, *AMPLITUDE,NAME=STEP-FUNCTION,TIME=STEP 0.,1.,1.,1. *INITIAL CONDITIONS,TYPE=RATIO NALL,1. *STEP STEP 1 *SOILS,CONSOLIDATION 1. , 1. *EL PRINT LOADS, *NODE PRINT,TOTALS=YES RF, *NODE PRINT POR, *BOUNDARY, OP=NEW NALL, 1,3 CORNERS, 8 *DSLOAD, OP=NEW SIDE_1, P, 100. SIDE_2, P, 100. *output, field *element output loads,s *node output rf,por *END STEP *STEP STEP 2 *SOILS,CONSOLIDATION 1., 1. *DSLOAD, OP=NEW SIDE_3, P, 100. SIDE_5, P, 100. *END STEP *STEP STEP 3 *SOILS,CONSOLIDATION 1., 1. *DSLOAD, OP=NEW SIDE_4, P, 100. SIDE_6, P, 100. *END STEP *STEP STEP 4 *SOILS,CONSOLIDATION 1., 1. *DSLOAD, OP=NEW SIDE_1, HP, 100., 5., 0. SIDE_2, HP, 100., 5., 0. *END STEP *STEP STEP 5 *SOILS,CONSOLIDATION 1., 1. *DSLOAD, OP=NEW SIDE_3, HP, 300., 5., 0. SIDE_5, HP, 100., 5., 0. *END STEP *STEP STEP 6 *SOILS,CONSOLIDATION 1., 1. *DSLOAD, OP=NEW SIDE_4, HP, 100., 5., 0. SIDE_6, HP, 100., 5., 0. *END STEP *STEP STEP 7 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS2, 8 *DSLOAD, OP=NEW *SFLOW, OP=NEW *END STEP *STEP STEP 8 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY,OP=NEW NALL, 1,3 CORNERS1, 8 *SFLOW, OP=NEW, AMP=STEP-FUNCTION SIDE_2, Q, 14.7, 2.E-5 *END STEP *STEP STEP 9 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS5, 8 *SFLOW, OP=NEW SIDE_3, Q, 14.7, 2.E-5 *END STEP *STEP STEP 10 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS6, 8 *SFLOW, OP=NEW SIDE_4, Q, 14.7, 2.E-5 *END STEP *STEP STEP 11 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS3, 8 *SFLOW, OP=NEW SIDE_5, Q, 14.7, 2.E-5 *END STEP *STEP STEP 12 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS4, 8 *SFLOW, OP=NEW SIDE_6, Q, 14.7, 2.E-5 *END STEP *STEP STEP 13 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS2, 8 *SFLOW, OP=NEW *DSFLOW, OP=NEW *END STEP *STEP STEP 14 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS1, 8 *DSFLOW, OP=NEW, AMP=STEP-FUNCTION SIDE_2, S, 3.E-5 *END STEP *STEP STEP 15 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS5, 8 *DSFLOW, OP=NEW SIDE_3, S, 3.E-5 *END STEP *STEP STEP 16 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS6, 8 *DSFLOW, OP=NEW SIDE_4, S, 3.E-5 *END STEP *STEP STEP 17 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS3, 8 *DSFLOW, OP=NEW SIDE_5, S, 3.E-5 *END STEP *STEP STEP 18 *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS4, 8 *DSFLOW, OP=NEW SIDE_6, S, 3.E-5 *END STEP