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Equation to compute compression of an ith soil layer below foundation having a thickness h arises from the definition of deformation modulus Eoed:
| where: | σz,i | - | vertical component of incremetal stress in the middle of ith layer |
| hi | - | thickness of the ith layer | |
| Eoed,i | - | oedometric modulus of the ith layer |
The oedometric modulus Eoed can be specified for each soil either as constant or with the help of an oedometric curve (σef / ε relation). When using the oedometric curve the program assumes for each layer the value of Eoed corresponding to a given range of original and final stress. If the value of oedometric modulus Eoed is not available, it is possible to input the deformation modulus Edef and the program carries out the respective transformation.
| where: | ν | - | Poisson's ratio |
| Edef | - | deformation modulus |
Company Fine develops structural engineering software with main focus on geotechnical software and structural engineering analyses.
Společnost Fine se zabývá vývojem stavebního software, zejména programů na statické výpočty, zakládání staveb a geotechniku.
Компания Fine занимается разработкой строительного программного обеспечения, особенно программ для расчета статики и геотехнических программ.
Fine es una compañía que desarrolla y suministra programas de ingeniería civil especializada en programas geotécnicos y de estructuras.
A Fine építőmérnöki szoftvereket fejleszt, elsősorban statikai és geotechnikai programokat.
Η εταιρεία Fine αναπτύσσει λογισμικό για πολιτικούς μηχανικούς και ειδικά για γεωτεχνικά θέματα και δομοστατικά θέματα.