Leia algumas publicações e trabalhos de investigação focados no software da Fine e dos seus casos de aplicação.
| No. |
Nome |
Atualizada |
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 |
