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- *HEADING
- CAM CLAY EXAMPLE - DRAINED TRIAXIAL TESTS
- *NODE
- 1,
- 3,1.
- 23,1.,1.
- 21,,1.
- *NGEN,NSET=BOTTOM
- 1,3
- *NGEN,NSET=TOP
- 21,23
- *NGEN
- 1,21,10
- 3,23,10
- *NSET,NSET=SOIL,GENERATE
- 1,23
- *NSET,NSET=LHS
- 1,11,21
- *NSET, NSET=CENTER
- 11,
- *ELEMENT,TYPE=CAX8R,ELSET=SOIL
- 1,1,3,23,21,2,13,22,11
- *SOLID SECTION,MATERIAL=SAMPLE,ELSET=SOIL
- *MATERIAL,NAME=SAMPLE
- *POROUS ELASTIC
- .026,.3
- *CLAY PLASTICITY
- .174,1.,58.3
- *INITIAL CONDITIONS,TYPE=RATIO
- SOIL,1.08,0.,1.08,1.
- *INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC
- SOIL,-100.,0.,-100.,10.,1.
- *STEP
- GEOSTATIC INITIAL STRESS STATE
- *GEOSTATIC
- *DLOAD
- 1,P2,100.
- *OUTPUT,FIELD
- *ELEMENT OUTPUT
- SINV,
- *NODE FILE,NSET=TOP
- U,
- *OUTPUT,FIELD
- *NODE OUTPUT,NSET=TOP
- U,
- *OUTPUT, HISTORY, FREQUENCY=1
- *NODE OUTPUT, NSET=CENTER
- CF2, U2
- *ELEMENT OUTPUT, ELSET=SOIL
- E22, S22
- *BOUNDARY
- TOP,2
- BOTTOM,2
- LHS,1
- *END STEP
- *STEP,INC=20
- TRIAXIAL COMPRESSION
- *STATIC,DIRECT
- 1.,20.
- *BOUNDARY
- TOP,2,2,-.5
- *END STEP
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