Leia algumas publicações e trabalhos de investigação focados no software da Fine e dos seus casos de aplicação.
| No. | Nome | Programas relacionados |
|---|
| 1 | Sheeting wall analysis by the method of dependent pressures | 10/2011 | Verificação de Contenções |
| 2 | Design of sheet piling for the prague metro line C | 5/2007 | Verificação de Contenções |
| 3 | Design of diaphragm walls according to EN 1997-1:2004 Eurocode 7 | 10/2007 | Verificação de Contenções |
| 4 | Hazards of quarrying activity: A finite element modelling of human-induced risk of land subsidence above cellar systems cut into porous limestone | 9/2006 | Perda de Solo |
| 5 | Lusitanian timber framed masonry via FINE Ltd. civil engineering software | 8/2009 | MEF |
| 6 | Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest | 6/2007 | Estabilidade de Taludes |
| 7 | Stability problems of abandoned clay pits in Budapest | 11/2006 | Estabilidade de Taludes |
| 8 | Myslbekova street – Prasny bridge (Mypra) section of the city circle road primary and secondary tunnel lining design methodology | 3/2007 | MEF – Túnel |
| 9 | Numerical evaluation of deep foundations in a tropical soil of Brazil | 2/2003 | Projeto de Contenções |
| 10 | Numerical evaluation of bored piles in tropical soils by means of the geo-technical engineering “GEO4” Fine Software | 6/2006 | Estaca |
| 11 | Experimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soil | 6/2003 | Grupo de Estacas |
| 12 | Design and Construction Aspects of the Largest “Pile Curtain” Retaining Structure Built in the Tropical Soil of the Brazilian Central Area | 8/2009 | Verificação de Contenções |
| 13 | Shear Skin Transfer of Concrete Bored Piles Testing and Modelling | 5/2007 | Estaca |
| 14 | Numerical Evaluation of Pile Foundations in Tropical Soils of the Federal District of Brazil by Means of a Semi-Analytical Mathematical Procedure | 3/2003 | Estaca |
| 15 | Comparison of geotechnic softwares – Geo FEM, Plaxis, Z-Soil | 8/2009 | MEF |
| 16 | Preconsolidation, structural strength of soil, and its effect on subsoil upper structure interaction | 4/2016 | MEF |
| 17 | Phenomenon of Influence Zone in Civil Engineering Practise | 4/2016 | MEF |
| 18 | Numerical analysis of circular reinforced concrete tunnel lining | 10/2009 | MEF, MEF – Túnel |
| 19 | Evaluation of PET and PP Geotextile Reinforced Embankment on Soft Soil | 1/2013 | Estabilidade de Taludes, Muro de Solo Reforçado |
| 20 | Underground Houses on Sliding Slopes (Acta Technica Napocensis: Civil Engineering & Architecture Vol. 57, No. 2) | 9/2014 | Estabilidade de Taludes |
| 21 | Stability analysis of slopes with surcharge by LEM and FEM | 7/2015 | Estabilidade de Taludes, MEF |
| 22 | Numerical analysis of MSE wall using finite element and limit equilibrium methods | 12/2016 | MEF, Muro de Solo Reforçado |
| 23 | Effects of water-level variation on the stability of slope by LEM and FEM | 2/2017 | Estabilidade de Taludes, MEF |
| 24 | Benchmarking of single pile foundations, comparing Eurocode 7 with software programs | 10/2020 | Estaca via CPT/SPT |
| 25 | Benchmarking analytical and software calculation methods for designing slab foundations according to Eurocode 7 | 10/2020 | Sapata |
| 26 | To what extent do software programs comply with Eurocode 7 with regard to the bearing capacity of strip foundations | 10/2020 | Sapata |
| 27 | The Influence of Boundary Conditions on the Response of Underground Structures Subjected to Earthquake | 1/2018 | MEF, MEF – Análise Sísmica |
| 28 | Modeling of Underground Structures Subjected to Earthquake by Combining 1D Free-Field and 2D Pseudo-Static Analyses | 1/2018 | MEF, MEF – Análise Sísmica |
| 29 | Geohazard as Consequence of Primary Stress State Ignorance during Design of Geotechnical Constructions | 3/2021 | GEO5 |
| 30 | Determination of global stability for a group of geotechnical objects in complicated geological conditions | 3/2021 | GEO5 |
| 31 | Stability Analysis of Dump Slope in Open Cast Mines | 8/2021 | Estabilidade de Taludes |
