*Heading ** Job name: UUa Model name: Model-2 ** Generated by: Abaqus/CAE 6.11-1 *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *End Part ** ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 *Node 1, 0., 0. 2, 10., 0. 3, 20., 0. 4, 30., 0. 5, 40., 0. 6, 50., 0. 7, 0., 10. 8, 10., 10. 9, 20., 10. 10, 30., 10. 11, 40., 10. 12, 50., 10. 13, 0., 20. 14, 10., 20. 15, 20., 20. 16, 30., 20. 17, 40., 20. 18, 50., 20. 19, 0., 30. 20, 10., 30. 21, 20., 30. 22, 30., 30. 23, 40., 30. 24, 50., 30. 25, 0., 40. 26, 10., 40. 27, 20., 40. 28, 30., 40. 29, 40., 40. 30, 50., 40. 31, 0., 50. 32, 10., 50. 33, 20., 50. 34, 30., 50. 35, 40., 50. 36, 50., 50. 37, 0., 60. 38, 10., 60. 39, 20., 60. 40, 30., 60. 41, 40., 60. 42, 50., 60. 43, 0., 70. 44, 10., 70. 45, 20., 70. 46, 30., 70. 47, 40., 70. 48, 50., 70. 49, 0., 80. 50, 10., 80. 51, 20., 80. 52, 30., 80. 53, 40., 80. 54, 50., 80. 55, 0., 90. 56, 10., 90. 57, 20., 90. 58, 30., 90. 59, 40., 90. 60, 50., 90. 61, 0., 100. 62, 10., 100. 63, 20., 100. 64, 30., 100. 65, 40., 100. 66, 50., 100. *Element, type=CAX4P 1, 1, 2, 8, 7 2, 2, 3, 9, 8 3, 3, 4, 10, 9 4, 4, 5, 11, 10 5, 5, 6, 12, 11 6, 7, 8, 14, 13 7, 8, 9, 15, 14 8, 9, 10, 16, 15 9, 10, 11, 17, 16 10, 11, 12, 18, 17 11, 13, 14, 20, 19 12, 14, 15, 21, 20 13, 15, 16, 22, 21 14, 16, 17, 23, 22 15, 17, 18, 24, 23 16, 19, 20, 26, 25 17, 20, 21, 27, 26 18, 21, 22, 28, 27 19, 22, 23, 29, 28 20, 23, 24, 30, 29 21, 25, 26, 32, 31 22, 26, 27, 33, 32 23, 27, 28, 34, 33 24, 28, 29, 35, 34 25, 29, 30, 36, 35 26, 31, 32, 38, 37 27, 32, 33, 39, 38 28, 33, 34, 40, 39 29, 34, 35, 41, 40 30, 35, 36, 42, 41 31, 37, 38, 44, 43 32, 38, 39, 45, 44 33, 39, 40, 46, 45 34, 40, 41, 47, 46 35, 41, 42, 48, 47 36, 43, 44, 50, 49 37, 44, 45, 51, 50 38, 45, 46, 52, 51 39, 46, 47, 53, 52 40, 47, 48, 54, 53 41, 49, 50, 56, 55 42, 50, 51, 57, 56 43, 51, 52, 58, 57 44, 52, 53, 59, 58 45, 53, 54, 60, 59 46, 55, 56, 62, 61 47, 56, 57, 63, 62 48, 57, 58, 64, 63 49, 58, 59, 65, 64 50, 59, 60, 66, 65 *Nset, nset=_PickedSet2, internal, generate 1, 66, 1 *Elset, elset=_PickedSet2, internal, generate 1, 50, 1 ** Section: Section-1 *Solid Section, elset=_PickedSet2, material=Material-1 , *End Instance ** *Nset, nset=_PickedSet7, internal, instance=Part-1-1, generate 1, 61, 6 *Elset, elset=_PickedSet7, internal, instance=Part-1-1, generate 1, 46, 5 *Nset, nset=_PickedSet8, internal, instance=Part-1-1, generate 1, 6, 1 *Elset, elset=_PickedSet8, internal, instance=Part-1-1, generate 1, 5, 1 *Nset, nset=_PickedSet14, internal, instance=Part-1-1, generate 61, 66, 1 *Elset, elset=_PickedSet14, internal, instance=Part-1-1, generate 46, 50, 1 *Nset, nset=_PickedSet15, internal, instance=Part-1-1, generate 1, 66, 1 *Elset, elset=_PickedSet15, internal, instance=Part-1-1, generate 1, 50, 1 *Nset, nset=_PickedSet16, internal, instance=Part-1-1, generate 1, 66, 1 *Elset, elset=_PickedSet16, internal, instance=Part-1-1, generate 1, 50, 1 *Nset, nset=_PickedSet17, internal, instance=Part-1-1, generate 1, 66, 1 *Elset, elset=_PickedSet17, internal, instance=Part-1-1, generate 1, 50, 1 *Elset, elset=__PickedSurf12_S3, internal, instance=Part-1-1, generate 46, 50, 1 *Surface, type=ELEMENT, name=_PickedSurf12, internal __PickedSurf12_S3, S3 *Elset, elset=__PickedSurf13_S2, internal, instance=Part-1-1, generate 5, 50, 5 *Surface, type=ELEMENT, name=_PickedSurf13, internal __PickedSurf13_S2, S2 *Elset, elset=__PickedSurf18_S3, internal, instance=Part-1-1, generate 46, 50, 1 *Surface, type=ELEMENT, name=_PickedSurf18, internal __PickedSurf18_S3, S3 *End Assembly *Amplitude, name=Amp-1 0., 0., 1., 1. *Amplitude, name=Amp-2 0., 0., 1., 1. ** ** MATERIALS ** *Material, name=Material-1 *Density 2.7e-06, *Elastic,dependencies=1 45., 0.2, 0. 75., 0.2, 100. *Permeability, specific=10. 1e-08, 0.3 *Mohr Coulomb, dependencies=1 30.,10., , 0. 40.,20., , 100. *Mohr Coulomb Hardening 0.2, 0., 0.4, 0.05, 0.6, 0.09, ** ** BOUNDARY CONDITIONS ** ** Name: Bottom-nodes Type: Symmetry/Antisymmetry/Encastre *Boundary _PickedSet8, YSYMM ** Name: Side-nodes Type: Symmetry/Antisymmetry/Encastre *Boundary _PickedSet7, XSYMM ** ** PREDEFINED FIELDS ** ** Name: Predefined Field-1 Type: Geostatic stress *Initial Conditions, type=STRESS, GEOSTATIC _PickedSet15, -0.221, 0., -0.221, 100., 1., 1. ** Name: Predefined Field-2 Type: Void ratio *Initial Conditions, TYPE=RATIO _PickedSet16, 0.3 ** Name: Predefined Field-3 Type: Pore pressure *Initial Conditions, TYPE=PORE PRESSURE _PickedSet17, 1. ** ---------------------------------------------------------------- ** ** STEP: Step-1 ** *Step, name=Step-1 *Geostatic ** *FIELD, VARIABLE=1, USER ** ** ** LOADS ** ** Name: Side-Confining-Stress Type: Pressure *Dsload _PickedSurf13, P, 1.221 ** Name: Top-Confining-Stress Type: Pressure *Dsload _PickedSurf12, P, 1.221 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step ** ---------------------------------------------------------------- ** ** STEP: Step-2 ** *Step, name=Step-2 *Soils, consolidation, end=PERIOD, utol=1000. 0.01, 1., 1e-05, 0.01, ** ** BOUNDARY CONDITIONS ** ** Name: BC-4 Type: Displacement/Rotation *Boundary, amplitude=Amp-1 _PickedSet14, 2, 2, -50. ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** FIELD OUTPUT: F-Output-1 ** *Output, field, variable=PRESELECT ** ** HISTORY OUTPUT: H-Output-1 ** *Output, history, variable=PRESELECT *End Step