|
No.
1 |
Sheeting wall analysis by the method of dependent pressures
Sheeting wall analysis by the method of dependent pressures |
10/2011 |
Смежные программы
:
Ограждения котлованов - анализ |
|
No.
2 |
Design of sheet piling for the prague metro line C
Design of sheet piling for the prague metro line C |
05/2007 |
Смежные программы
:
Ограждения котлованов - анализ |
|
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 |
Смежные программы
:
Ограждения котлованов - анализ |
|
No.
4 |
Hazards of quarrying activity: A finite element modelling of human-induced risk of land subsidence above cellar systems cut into porous limestone
|
09/2006 |
Смежные программы
:
Выработка |
|
No.
5 |
Lusitanian timber framed masonry via FINE Ltd. civil engineering software
Lusitanian timber framed masonry via FINE Ltd. civil engineering software |
08/2009 |
Смежные программы
:
МКЭ |
|
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 |
06/2007 |
Смежные программы
:
Устойчивость откоса |
|
No.
7 |
Stability problems of abandoned clay pits in Budapest
Stability problems of abandoned clay pits in Budapest |
11/2006 |
Смежные программы
:
Устойчивость откоса |
|
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 |
03/2007 |
Смежные программы
:
МКЭ – Тоннель |
|
No.
9 |
Numerical evaluation of deep foundations in a tropical soil of Brazil
Numerical evaluation of deep foundations in a tropical soil of Brazil |
02/2003 |
Смежные программы
:
Ограждения котлованов - проект |
|
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 |
06/2006 |
Смежные программы
:
Сваи |
|
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 |
06/2003 |
Смежные программы
:
Куст свай |
|
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 |
08/2009 |
Смежные программы
:
Ограждения котлованов - анализ |
|
No.
13 |
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling |
05/2007 |
Смежные программы
:
Сваи |
|
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 |
03/2003 |
Смежные программы
:
Сваи |
|
No.
15 |
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil |
08/2009 |
Смежные программы
:
МКЭ |
|
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 |
04/2016 |
Смежные программы
:
МКЭ |
|
No.
17 |
Phenomenon of Influence Zone in Civil Engineering Practise
Phenomenon of Influence Zone in Civil Engineering Practise |
04/2016 |
Смежные программы
:
МКЭ |
|
No.
18 |
Numerical analysis of circular reinforced concrete tunnel lining
Numerical analysis of circular reinforced concrete tunnel lining |
10/2009 |
Смежные программы
:
МКЭ, МКЭ – Тоннель |
|
No.
19 |
Evaluation of PET and PP Geotextile Reinforced Embankment on Soft Soil
Evaluation of PET and PP Geotextile Reinforced Embankment on Soft Soil |
01/2013 |
Смежные программы
:
Армированные насыпи, Устойчивость откоса |
|
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) |
09/2014 |
Смежные программы
:
Устойчивость откоса |
|
No.
21 |
Stability analysis of slopes with surcharge by LEM and FEM
Stability analysis of slopes with surcharge by LEM and FEM |
07/2015 |
Смежные программы
:
МКЭ, Устойчивость откоса |
|
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 |
Смежные программы
:
Армированные насыпи, МКЭ |
|
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 |
02/2017 |
Смежные программы
:
МКЭ, Устойчивость откоса |
|
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 |
Смежные программы
:
Свая 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 |
Смежные программы
:
Отдельные фундаменты |
|
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 |
Смежные программы
:
Отдельные фундаменты |
|
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 |
01/2018 |
Смежные программы
:
МКЭ, МКЭ – Землетрясение |
|
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 |
01/2018 |
Смежные программы
:
МКЭ, МКЭ – Землетрясение |
|
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 |
03/2021 |
Смежные программы
:
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 |
03/2021 |
Смежные программы
:
GEO5 |
|
No.
31 |
Stability Analysis of Dump Slope in Open Cast Mines
Stability Analysis of Dump Slope in Open Cast Mines |
08/2021 |
Смежные программы
:
Устойчивость откоса |
|
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 |
Смежные программы
:
МКЭ |
|
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 |
Смежные программы
:
МКЭ |
