No.
1 |
Sheeting wall analysis by the method of dependent pressures
Sheeting wall analysis by the method of dependent pressures |
10/2011 |
Programy powiązane
:
Ściana analiza |
No.
2 |
Design of sheet piling for the prague metro line C
Design of sheet piling for the prague metro line C |
5/2007 |
Programy powiązane
:
Ściana analiza |
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 |
Programy powiązane
:
Ściana analiza |
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 |
Programy powiązane
:
Wyrobisko |
No.
5 |
Lusitanian timber framed masonry via FINE Ltd. civil engineering software
Lusitanian timber framed masonry via FINE Ltd. civil engineering software |
8/2009 |
Programy powiązane
:
MES |
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 |
Programy powiązane
:
Stateczność zbocza |
No.
7 |
Stability problems of abandoned clay pits in Budapest
Stability problems of abandoned clay pits in Budapest |
11/2006 |
Programy powiązane
:
Stateczność zbocza |
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 |
Programy powiązane
:
MES – Tunel |
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 |
Programy powiązane
:
Ściana projekt |
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 |
Programy powiązane
:
Pal |
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 |
Programy powiązane
:
Grupa pali |
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 |
Programy powiązane
:
Ściana analiza |
No.
13 |
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling |
5/2007 |
Programy powiązane
:
Pal |
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 |
Programy powiązane
:
Pal |
No.
15 |
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil |
8/2009 |
Programy powiązane
:
MES |
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 |
Programy powiązane
:
MES |
No.
17 |
Phenomenon of Influence Zone in Civil Engineering Practise
Phenomenon of Influence Zone in Civil Engineering Practise |
4/2016 |
Programy powiązane
:
MES |
No.
18 |
Numerical analysis of circular reinforced concrete tunnel lining
Numerical analysis of circular reinforced concrete tunnel lining |
10/2009 |
Programy powiązane
:
MES, MES – Tunel |
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 |
Programy powiązane
:
Nasypy zbrojone, Stateczność zbocza |
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 |
Programy powiązane
:
Stateczność zbocza |
No.
21 |
Stability analysis of slopes with surcharge by LEM and FEM
Stability analysis of slopes with surcharge by LEM and FEM |
7/2015 |
Programy powiązane
:
MES, Stateczność zbocza |
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 |
Programy powiązane
:
MES, Nasypy zbrojone |
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 |
Programy powiązane
:
MES, Stateczność zbocza |
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 |
Programy powiązane
:
Pal CPT |
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 |
Programy powiązane
:
Fundamenty bezpośrednie |
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 |
Programy powiązane
:
Fundamenty bezpośrednie |
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 |
Programy powiązane
:
MES, MES – Sejsmika |
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 |
Programy powiązane
:
MES, MES – Sejsmika |
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 |
Programy powiązane
:
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 |
Programy powiązane
:
GEO5 |
No.
31 |
Stability Analysis of Dump Slope in Open Cast Mines
Stability Analysis of Dump Slope in Open Cast Mines |
8/2021 |
Programy powiązane
:
Stateczność zbocza |
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 |
Programy powiązane
:
MES |
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 |
Programy powiązane
:
MES |