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FEM
The following variables can be displayed (values in the soil/rock body):
List of variables displayed by the program – basic variables
| Notation | Description | Variable | Unit |
| Sednutí DZ | Displacement in the Z direction | dz | [mm] |
| Sednutí DX | Displacement in the X direction | dx | [mm] |
| Sigma Z, tot. | Total normal stress in the Z direction | σz.tot | [kPa] |
| Sigma Z, eff. | Effective normal stress in the Z direction | σz.eff | [kPa] |
| Pórový tlak u. | Pore pressure | u | [kPa] |
| Sigma X, tot. | Total normal stress in the X direction | σx.tot | [kPa] |
| Sigma X, eff. | Effective normal stress in the X direction | σx.eff | [kPa] |
| Tau X, Y. | Shear stress | τ xz | [kPa] |
| Epsilon eq. | Equivalent strain | εeq | [ - ] |
| Epsilon eq., pl. | Equivalent plastic strain | εeq,pl | [ - ] |
List of variables displayed by the program – variables available in the regime "Extended input".
| Notation | Description | Variable | Unit |
| Epsilon vol. | Volumetric strain | εvol. | [ - ] |
| Sigma stø., tot. | Mean total normal stress | σstø.tot | [kPa] |
| Sigma stø., eff. | Mean total normal stress | σstø.eff | [kPa] |
| Sigma eq. | Equivalent deviatoric stress | J | [kPa] |
| Epsilon vol., pl. | Volumetric plastic strain | εvol.pl | [ - ] |
| Epsilon X | Normal strain in the X direction | εx | [ - ] |
| Epsilon Z | Normal strain in the X direction | εz | [ - ] |
| Gama XZ | Shear strain in the XZ plane | γxz | |
| Epsilon 1, princ. | Maximal principal strain | ε1.princ | [ - ] |
| Epsilon 2, princ. | Intermediate principal strain | ε2.princ | [ - ] |
| Epsilon 3, princ. | Minimal principal strain | ε3.princ | [ - ] |
| Sigma 1, princ. | Maximal principal stress | σ1.princ | [kPa] |
| Sigma 2, princ. | Intermediate principal stress | σ2.princ | [kPa] |
| Sigma 3, princ. | Minimal principal stress | σ3.princ | [kPa] |
| Epsilon X, pl. | Normal plastic strain in the X direction | εx.pl | [ - ] |
| Epsilon Z, pl | Normal plastic strain in the Z direction | εz.pl | [ - ] |
| Gama XZ, pl. | Shear plastic strain in the XZ plane | γxz.pl |
Language: english
Company Fine develops structural engineering software with main focus on geotechnical software and structural engineering analyses.
A Fine építőmérnöki szoftvereket fejleszt, elsősorban statikai és geotechnikai programokat.
Společnost Fine se zabývá vývojem stavebního software, zejména programů na statické výpočty, zakládání staveb a geotechniku.
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Fine es una compañía que desarrolla y suministra programas de ingeniería civil especializada en programas geotécnicos y de estructuras.
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