*Heading
** Job name: explicitsoiltester9 Model name: Pier 2
** Generated by: Abaqus/CAE 6.10-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name="Soil Field Tester"
*Node
      1,           0.,        -360.,          36.
      2,           0.,        -324.,          36.
      3,           0.,        -288.,          36.
      4,           0.,        -252.,          36.
      5,           0.,        -216.,          36.
      6,           0.,        -180.,          36.
      7,           0.,        -144.,          36.
      8,           0.,        -108.,          36.
      9,           0.,         -72.,          36.
     10,           0.,         -36.,          36.
     11,           0.,           0.,          36.
     12,           0.,        -360.,           0.
     13,           0.,        -324.,           0.
     14,           0.,        -288.,           0.
     15,           0.,        -252.,           0.
     16,           0.,        -216.,           0.
     17,           0.,        -180.,           0.
     18,           0.,        -144.,           0.
     19,           0.,        -108.,           0.
     20,           0.,         -72.,           0.
     21,           0.,         -36.,           0.
     22,           0.,           0.,           0.
     23,          36.,        -360.,          36.
     24,          36.,        -324.,          36.
     25,          36.,        -288.,          36.
     26,          36.,        -252.,          36.
     27,          36.,        -216.,          36.
     28,          36.,        -180.,          36.
     29,          36.,        -144.,          36.
     30,          36.,        -108.,          36.
     31,          36.,         -72.,          36.
     32,          36.,         -36.,          36.
     33,          36.,           0.,          36.
     34,          36.,        -360.,           0.
     35,          36.,        -324.,           0.
     36,          36.,        -288.,           0.
     37,          36.,        -252.,           0.
     38,          36.,        -216.,           0.
     39,          36.,        -180.,           0.
     40,          36.,        -144.,           0.
     41,          36.,        -108.,           0.
     42,          36.,         -72.,           0.
     43,          36.,         -36.,           0.
     44,          36.,           0.,           0.
*Element, type=C3D8R
 1, 23, 24, 35, 34,  1,  2, 13, 12
 2, 24, 25, 36, 35,  2,  3, 14, 13
 3, 25, 26, 37, 36,  3,  4, 15, 14
 4, 26, 27, 38, 37,  4,  5, 16, 15
 5, 27, 28, 39, 38,  5,  6, 17, 16
 6, 28, 29, 40, 39,  6,  7, 18, 17
 7, 29, 30, 41, 40,  7,  8, 19, 18
 8, 30, 31, 42, 41,  8,  9, 20, 19
 9, 31, 32, 43, 42,  9, 10, 21, 20
10, 32, 33, 44, 43, 10, 11, 22, 21
*Nset, nset=_PickedSet12, internal, generate
  1,  44,   1
*Elset, elset=_PickedSet12, internal, generate
  1,  10,   1
** Section: simple section
*Solid Section, elset=_PickedSet12, material="Caleb Soil"
,
*End Part
**  
**
** ASSEMBLY
**
*Assembly, name=Assembly
**  
*Instance, name="Soil Field Tester-1", part="Soil Field Tester"
*End Instance
**  
*Nset, nset=_PickedSet3736, internal, instance="Soil Field Tester-1", generate
  1,  34,  11
*Elset, elset=_PickedSet3736, internal, instance="Soil Field Tester-1"
 1,
*Nset, nset=_PickedSet3737, internal, instance="Soil Field Tester-1", generate
  1,  44,   1
*Elset, elset=_PickedSet3737, internal, instance="Soil Field Tester-1", generate
  1,  10,   1
*Nset, nset=calebset, instance="Soil Field Tester-1", generate
  1,  44,   1
*Elset, elset=__PickedSurf3743_S4, internal, instance="Soil Field Tester-1"
 10,
*Surface, type=ELEMENT, name=_PickedSurf3743, internal
__PickedSurf3743_S4, S4
*End Assembly
*Amplitude, name=Amp-1
          0.,           0.,           3.,           1.
** 
** MATERIALS
** 
** Soil Material Made for testing purposes only
*Material, name="Caleb Soil"
*Density
 0.00019095,
*Elastic, dependencies=1
 400.,  0.3, ,-360.
1160.,  0.3, ,-324.
1160.,  0.3, ,-288.
 290.,  0.3, ,-252.
 290.,  0.3, ,-216.
 580.,  0.3, ,-180.
 725.,  0.3, ,-144.
 435.,  0.3, ,-108.
 435.,  0.3, , -72.
 270.,  0.3, , -36.
 435.,  0.3, ,   0.
*Mohr Coulomb, dependencies=1
25., 0.1, ,  0.
25., 0.1, , 36.
21., 0.1, , 72.
22., 0.1, ,108.
30., 0.1, ,144.
25., 0.1, ,180.
28., 0.1, ,216.
34., 0.1, ,252.
32., 0.1, ,288.
27., 0.1, ,324.
27., 0.1, ,360.
*Mohr Coulomb Hardening, dependencies=1
      5.,  0., ,  0.
     10.,  0., , 36.
     25.,  0., , 72.
     50.,  0., ,108.
 76.2257,  0., ,144.
 76.2257,  0., ,180.
 21.2778,  0., ,216.
 21.2778,  0., ,252.
 21.2778,  0., ,288.
 21.2778,  0., ,324.
 21.2778,  0., ,360.
** 
** BOUNDARY CONDITIONS
** 
** Name: Bottom Disp Type: Displacement/Rotation
*Boundary
_PickedSet3736, 2, 2
** Name: Side Disp Type: Displacement/Rotation
*Boundary
_PickedSet3737, 1, 1
_PickedSet3737, 3, 3
** ----------------------------------------------------------------
** 
** STEP: Soil Load
** 
*Step, name="Soil Load"
*Dynamic, Explicit
, 3.
*Bulk Viscosity
0.06, 1.2
*Field,user
calebset
** 
** LOADS
** 
** Name: LoadonTop   Type: Surface traction
*Dsload, amplitude=Amp-1, constant resultant=YES
_PickedSurf3743, TRVEC, 10., 7.89492e-17, -1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, number interval=1, time marks=NO
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, number interval=10
*Node Output
RF, U
*Element Output, directions=YES
E, EFABRIC, ER, EVF, LE, NE, PE, PEEQ, PEEQMAX, PEEQT, PEEQVAVG, PEMAG, PEQC, PEVAVG, S, SE
VE
*Contact Output
CSTRESS, 
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
*End Step