|
No.
1 |
Sheeting wall analysis by the method of dependent pressures
Sheeting wall analysis by the method of dependent pressures |
10/2011 |
Programas relacionados
:
Verificação de Contenções |
|
No.
2 |
Design of sheet piling for the prague metro line C
Design of sheet piling for the prague metro line C |
5/2007 |
Programas relacionados
:
Verificação de Contenções |
|
No.
3 |
Design of diaphragm walls according to EN 1997-1:2004 Eurocode 7
Design of diaphragm walls according to EN 1997-1:2004 Eurocode 7 |
10/2007 |
Programas relacionados
:
Verificação de Contenções |
|
No.
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 |
Programas relacionados
:
Perda de Solo |
|
No.
5 |
Lusitanian timber framed masonry via FINE Ltd. civil engineering software
Lusitanian timber framed masonry via FINE Ltd. civil engineering software |
8/2009 |
Programas relacionados
:
MEF |
|
No.
6 |
Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest
Slope stability assessment of weathered clay by using field data and computer modelling: a case study from Budapest |
6/2007 |
Programas relacionados
:
Estabilidade de Taludes |
|
No.
7 |
Stability problems of abandoned clay pits in Budapest
Stability problems of abandoned clay pits in Budapest |
11/2006 |
Programas relacionados
:
Estabilidade de Taludes |
|
No.
8 |
Myslbekova street – Prasny bridge (Mypra) section of the city circle road primary and secondary tunnel lining design methodology
Myslbekova street – Prasny bridge (Mypra) section of the city circle road primary and secondary tunnel lining design methodology |
3/2007 |
Programas relacionados
:
MEF – Túnel |
|
No.
9 |
Numerical evaluation of deep foundations in a tropical soil of Brazil
Numerical evaluation of deep foundations in a tropical soil of Brazil |
2/2003 |
Programas relacionados
:
Projeto de Contenções |
|
No.
10 |
Numerical evaluation of bored piles in tropical soils by means of the geo-technical engineering “GEO4” Fine Software
Numerical evaluation of bored piles in tropical soils by means of the geo-technical engineering “GEO4” Fine Software |
6/2006 |
Programas relacionados
:
Estaca |
|
No.
11 |
Experimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soil
Experimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soil |
6/2003 |
Programas relacionados
:
Grupo de Estacas |
|
No.
12 |
Design and Construction Aspects of the Largest “Pile Curtain” Retaining Structure Built in the Tropical Soil of the Brazilian Central Area
Design and Construction Aspects of the Largest “Pile Curtain” Retaining Structure Built in the Tropical Soil of the Brazilian Central Area |
8/2009 |
Programas relacionados
:
Verificação de Contenções |
|
No.
13 |
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling |
5/2007 |
Programas relacionados
:
Estaca |
|
No.
14 |
Numerical Evaluation of Pile Foundations in Tropical Soils of the Federal District of Brazil by Means of a Semi-Analytical Mathematical Procedure
Numerical Evaluation of Pile Foundations in Tropical Soils of the Federal District of Brazil by Means of a Semi-Analytical Mathematical Procedure |
3/2003 |
Programas relacionados
:
Estaca |
|
No.
15 |
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil |
8/2009 |
Programas relacionados
:
MEF |
|
No.
16 |
Preconsolidation, structural strength of soil, and its effect on subsoil upper structure interaction
Preconsolidation, structural strength of soil, and its effect on subsoil upper structure interaction |
4/2016 |
Programas relacionados
:
MEF |
|
No.
17 |
Phenomenon of Influence Zone in Civil Engineering Practise
Phenomenon of Influence Zone in Civil Engineering Practise |
4/2016 |
Programas relacionados
:
MEF |
|
No.
18 |
Numerical analysis of circular reinforced concrete tunnel lining
Numerical analysis of circular reinforced concrete tunnel lining |
10/2009 |
Programas relacionados
:
MEF, MEF – Túnel |
|
No.
19 |
Evaluation of PET and PP Geotextile Reinforced Embankment on Soft Soil
Evaluation of PET and PP Geotextile Reinforced Embankment on Soft Soil |
1/2013 |
Programas relacionados
:
Estabilidade de Taludes, Muro de Solo Reforçado |
|
No.
20 |
Underground Houses on Sliding Slopes (Acta Technica Napocensis: Civil Engineering & Architecture Vol. 57, No. 2)
Underground Houses on Sliding Slopes (Acta Technica Napocensis: Civil Engineering & Architecture Vol. 57, No. 2) |
9/2014 |
Programas relacionados
:
Estabilidade de Taludes |
|
No.
21 |
Stability analysis of slopes with surcharge by LEM and FEM
Stability analysis of slopes with surcharge by LEM and FEM |
7/2015 |
Programas relacionados
:
Estabilidade de Taludes, MEF |
|
No.
22 |
Numerical analysis of MSE wall using finite element and limit equilibrium methods
Numerical analysis of MSE wall using finite element and limit equilibrium methods |
12/2016 |
Programas relacionados
:
MEF, Muro de Solo Reforçado |
|
No.
23 |
Effects of water-level variation on the stability of slope by LEM and FEM
Effects of water-level variation on the stability of slope by LEM and FEM |
2/2017 |
Programas relacionados
:
Estabilidade de Taludes, MEF |
|
No.
24 |
Benchmarking of single pile foundations, comparing Eurocode 7 with software programs
Benchmarking of single pile foundations, comparing Eurocode 7 with software programs |
10/2020 |
Programas relacionados
:
Estaca via CPT/SPT |
|
No.
25 |
Benchmarking analytical and software calculation methods for designing slab foundations according to Eurocode 7
Benchmarking analytical and software calculation methods for designing slab foundations according to Eurocode 7 |
10/2020 |
Programas relacionados
:
Sapata |
|
No.
26 |
To what extent do software programs comply with Eurocode 7 with regard to the bearing capacity of strip foundations
To what extent do software programs comply with Eurocode 7 with regard to the bearing capacity of strip foundations |
10/2020 |
Programas relacionados
:
Sapata |
|
No.
27 |
The Influence of Boundary Conditions on the Response of Underground Structures Subjected to Earthquake
The Influence of Boundary Conditions on the Response of Underground Structures Subjected to Earthquake |
1/2018 |
Programas relacionados
:
MEF, MEF – Análise Sísmica |
|
No.
28 |
Modeling of Underground Structures Subjected to Earthquake by Combining 1D Free-Field and 2D Pseudo-Static Analyses
Modeling of Underground Structures Subjected to Earthquake by Combining 1D Free-Field and 2D Pseudo-Static Analyses |
1/2018 |
Programas relacionados
:
MEF, MEF – Análise Sísmica |
|
No.
29 |
Geohazard as Consequence of Primary Stress State Ignorance during Design of Geotechnical Constructions
Geohazard as Consequence of Primary Stress State Ignorance during Design of Geotechnical Constructions |
3/2021 |
Programas relacionados
:
GEO5 |
|
No.
30 |
Determination of global stability for a group of geotechnical objects in complicated geological conditions
Determination of global stability for a group of geotechnical objects in complicated geological conditions |
3/2021 |
Programas relacionados
:
GEO5 |
|
No.
31 |
Stability Analysis of Dump Slope in Open Cast Mines
Stability Analysis of Dump Slope in Open Cast Mines |
8/2021 |
Programas relacionados
:
Estabilidade de Taludes |
|
No.
32 |
Comparing the Hoek-Brown and Mohr-Coulomb failure criteria in FEM analysis
Comparing the Hoek-Brown and Mohr-Coulomb failure criteria in FEM analysis |
11/2023 |
Programas relacionados
:
MEF |
|
No.
33 |
Return mapping scheme for the Hoek-Brown model with tension cut-off
Return mapping scheme for the Hoek-Brown model with tension cut-off |
11/2023 |
Programas relacionados
:
MEF |
