*HEADING EC3APLDE: DLOAD, FLOW, AND DFLOW FOR PORE PRESSURE ELEMENTS [C3D10MPH] *PREPRINT,ECHO=NO *NODE 1,1.,0.,0. 3,4.,0.,0. 19,1.,5.,0. 21,4.,5.,0. 7,1.,0.,-1. 9,4.,0.,-1. 25,1.,5.,-1. 27,4.,5.,-1. *NGEN,NSET=NALL 1,3 1,7,3 3,9,3 7,9 1,19,9 3,21,9 7,25,9 9,27,9 19,25,3 21,27,3 19,21 25,27 8,26,9 2,20,9 2,8,3 10,16,3 20,26,3 12,18,3 *NSET,NSET=NS1 1 , 4 , 7 , 16 , 25 , 22 , 19 , 10 *NSET,NSET=NS2 1 , 2 , 3 , 6 , 9 , 8 , 7 , 4 *NSET,NSET=NS3 1 , 2 , 3 , 12 , 21 , 20 , 19 , 10 *NSET,NSET=CORNERS1 1, 2, 3, 4, 5, 6, 7, 8, 9 *NSET,NSET=CORNERS2 25, 26, 27, 22, 23, 24, 19, 20, 21 *NSET,NSET=CORNERS3 19, 20, 21, 10, 11, 12, 1, 2, 3 *NSET,NSET=CORNERS4 21, 24, 27, 12, 15, 18, 3, 6, 9 *NSET,NSET=CORNERS5 27, 26, 25, 18, 17, 16, 7, 8, 9 *NSET,NSET=CORNERS6 25, 22, 19, 16, 13, 10, 1, 4, 7 *NSET,NSET=CORNERS CORNERS1, CORNERS2, CORNERS3, CORNERS4, CORNERS5, CORNERS6, *ELEMENT,TYPE=C3D10MPH,ELSET=ELEMS 1, 7,9,25,1, 8,17,16, 4,5,13 2, 1,9,21,3, 5,15,11, 2,6,12 3, 9,27,25,21, 18,26,17, 15,24,23 4, 1,21,25,19, 11,23,13, 10,20,22 5, 1,21,9,25, 11,15,5, 13,23,17 *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. *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 *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 *DFLOW, OP=NEW, AMP=STEP-FUNCTION 4,S3, 3.E-5 3,S3, 3.E-5 *END STEP *STEP *SOILS,CONSOLIDATION 1., 1. *BOUNDARY, OP=NEW NALL, 1,3 CORNERS5, 8 *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