*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=C3D4P,ELSET=ELEMS 1, 7, 9,25, 1 2, 1, 9,21, 3 3, 9,27,25,21 4, 1,21,25,19 5, 1,21, 9,25 *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 *SOILS,CONSOLIDATION 1. , 1. *EL PRINT LOADS, *NODE PRINT,TOTALS=YES RF, *NODE PRINT POR, *BOUNDARY, OP=NEW NALL, 1,3 CORNERS, 8 *DLOAD,OP=NEW ELEMS,CENTRIF,100.,0.,2.5,-.5,0.,0.,1. *output, field *element output s *node output u,rf *END STEP *STEP *SOILS, CONSOLIDATION 1.,1. *DLOAD, OP=NEW ELEMS, BX, 100. ELEMS, BY, 100. ELEMS, BZ, 100. *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *DLOAD, OP=NEW ELEMS, GRAV, 100.,1,1,1 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *DLOAD, OP=NEW 1,P2,100. 2,P2,100. 4,P3,100. 3,P3,100. *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *DLOAD, OP=NEW 4,P2,100. 2,P4,100. 3,P1,100. 1,P1,100. *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *DLOAD, OP=NEW 2,P3,100. 3,P2,100. 1,P4,100. 4,P4,100. *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *DLOAD, OP=NEW 1,HP2, 100., 5., 0. 2,HP2, 100., 5., 0. 4,HP3, 100., 5., 0. 3,HP3, 100., 5., 0. *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *DLOAD, OP=NEW 4,HP2, 100., 5., 0. 2,HP4, 100., 5., 0. 3,HP1, 100., 5., 0. 1,HP1, 100., 5., 0. *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *DLOAD, OP=NEW 2,HP3, 100., 5., 0. 3,HP2, 100., 5., 0. 1,HP4, 100., 5., 0. 4,HP4, 100., 5., 0. *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS2, 8 *DLOAD, OP=NEW *FLOW, OP=NEW *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY,OP=NEW NALL, 1,3 CORNERS1, 8 *FLOW, OP=NEW, AMP=STEP-FUNCTION 4,Q3, 14.7, 2.E-5 3,Q3, 14.7, 2.E-5 *output, field *element output por,s,sat *node output u,por,rf *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS5, 8 *FLOW, OP=MOD 4,Q3, 14.7, 0. 3,Q3, 14.7, 0. 4,Q2, 14.7, 2.E-5 2,Q4, 14.7, 2.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS6, 8 *FLOW, OP=NEW 2,Q3, 14.7, 2.E-5 3,Q2, 14.7, 2.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS3, 8 *FLOW, OP=NEW 3,Q1, 14.7, 2.E-5 1,Q1, 14.7, 2.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS4, 8 *FLOW, OP=NEW 1,Q4, 14.7, 2.E-5 4,Q4, 14.7, 2.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS2, 8 *FLOW, OP=NEW *DFLOW, OP=NEW *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS1, 8 *CFLOW, OP=NEW, AMP=STEP-FUNCTION 21,,2.250e-5 27,,2.250e-5 19,,2.250e-5 25,,2.250e-5 *output, field *element output s,por,sat *node output u,rf,cff,por *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS5, 8 *CFLOW, OP=NEW *DFLOW, OP=NEW 4,S2, 3.E-5 2,S4, 3.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS6, 8 *DFLOW, OP=NEW 2,S3, 3.E-5 3,S2, 3.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS3, 8 *DFLOW, OP=NEW 3,S1, 3.E-5 1,S1, 3.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS4, 8 *DFLOW, OP=NEW 1,S4, 3.E-5 4,S4, 3.E-5 *END STEP