|
N.
1 |
Sheeting wall analysis by the method of dependent pressures
Sheeting wall analysis by the method of dependent pressures |
10/2011 |
Programmi collegabili
:
Verifica Paratie |
|
N.
2 |
Design of sheet piling for the prague metro line C
Design of sheet piling for the prague metro line C |
5/2007 |
Programmi collegabili
:
Verifica Paratie |
|
N.
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 |
Programmi collegabili
:
Verifica Paratie |
|
N.
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 |
Programmi collegabili
:
Cedimenti da Tunnel |
|
N.
5 |
Lusitanian timber framed masonry via FINE Ltd. civil engineering software
Lusitanian timber framed masonry via FINE Ltd. civil engineering software |
8/2009 |
Programmi collegabili
:
FEM |
|
N.
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 |
Programmi collegabili
:
Stabilità dei Pendii |
|
N.
7 |
Stability problems of abandoned clay pits in Budapest
Stability problems of abandoned clay pits in Budapest |
11/2006 |
Programmi collegabili
:
Stabilità dei Pendii |
|
N.
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 |
Programmi collegabili
:
FEM – Tunnel |
|
N.
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 |
Programmi collegabili
:
Progetto Paratie |
|
N.
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 |
Programmi collegabili
:
Pali |
|
N.
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 |
Programmi collegabili
:
Gruppo di Pali |
|
N.
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 |
Programmi collegabili
:
Verifica Paratie |
|
N.
13 |
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling |
5/2007 |
Programmi collegabili
:
Pali |
|
N.
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 |
Programmi collegabili
:
Pali |
|
N.
15 |
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil |
8/2009 |
Programmi collegabili
:
FEM |
|
N.
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 |
Programmi collegabili
:
FEM |
|
N.
17 |
Phenomenon of Influence Zone in Civil Engineering Practise
Phenomenon of Influence Zone in Civil Engineering Practise |
4/2016 |
Programmi collegabili
:
FEM |
|
N.
18 |
Numerical analysis of circular reinforced concrete tunnel lining
Numerical analysis of circular reinforced concrete tunnel lining |
10/2009 |
Programmi collegabili
:
FEM, FEM – Tunnel |
|
N.
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 |
Programmi collegabili
:
Stabilità dei Pendii, Terre Armate |
|
N.
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 |
Programmi collegabili
:
Stabilità dei Pendii |
|
N.
21 |
Stability analysis of slopes with surcharge by LEM and FEM
Stability analysis of slopes with surcharge by LEM and FEM |
7/2015 |
Programmi collegabili
:
FEM, Stabilità dei Pendii |
|
N.
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 |
Programmi collegabili
:
FEM, Terre Armate |
|
N.
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 |
Programmi collegabili
:
FEM, Stabilità dei Pendii |
|
N.
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 |
Programmi collegabili
:
Pali CPT |
|
N.
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 |
Programmi collegabili
:
Fondazioni Superficiali |
|
N.
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 |
Programmi collegabili
:
Fondazioni Superficiali |
|
N.
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 |
Programmi collegabili
:
FEM, FEM – Azione Sismica |
|
N.
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 |
Programmi collegabili
:
FEM, FEM – Azione Sismica |
|
N.
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 |
Programmi collegabili
:
GEO5 |
|
N.
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 |
Programmi collegabili
:
GEO5 |
|
N.
31 |
Stability Analysis of Dump Slope in Open Cast Mines
Stability Analysis of Dump Slope in Open Cast Mines |
8/2021 |
Programmi collegabili
:
Stabilità dei Pendii |
|
N.
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 |
Programmi collegabili
:
FEM |
|
N.
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 |
Programmi collegabili
:
FEM |
