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No.
1 |
Sheeting wall analysis by the method of dependent pressures
Sheeting wall analysis by the method of dependent pressures |
10/2011 |
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深基坑支护结构分析 |
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No.
2 |
Design of sheet piling for the prague metro line C
Design of sheet piling for the prague metro line C |
5/2007 |
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深基坑支护结构分析 |
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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 |
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深基坑支护结构分析 |
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No.
4 |
Hazards of quarrying activity: A finite element modelling of human-induced risk of land subsidence above cellar systems cut into porous limestone
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9/2006 |
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隧道开挖地层损失分析 |
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No.
5 |
Lusitanian timber framed masonry via FINE Ltd. civil engineering software
Lusitanian timber framed masonry via FINE Ltd. civil engineering software |
8/2009 |
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有限元——基本模块 |
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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 |
Related Programs :
土质边坡稳定性分析 |
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No.
7 |
Stability problems of abandoned clay pits in Budapest
Stability problems of abandoned clay pits in Budapest |
11/2006 |
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土质边坡稳定性分析 |
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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 |
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有限元——隧道 |
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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 |
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深基坑支护结构设计 |
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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 |
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单桩设计 |
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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 |
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群桩 |
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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 |
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深基坑支护结构分析 |
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No.
13 |
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling
Shear Skin Transfer of Concrete Bored Piles Testing and Modelling |
5/2007 |
Related Programs :
单桩设计 |
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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 |
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单桩设计 |
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No.
15 |
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil
Comparison of geotechnic softwares - Geo FEM, Plaxis, Z-Soil |
8/2009 |
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有限元——基本模块 |
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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 |
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有限元——基本模块 |
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No.
17 |
Phenomenon of Influence Zone in Civil Engineering Practise
Phenomenon of Influence Zone in Civil Engineering Practise |
4/2016 |
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有限元——基本模块 |
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No.
18 |
Numerical analysis of circular reinforced concrete tunnel lining
Numerical analysis of circular reinforced concrete tunnel lining |
10/2009 |
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有限元——基本模块, 有限元——隧道 |
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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 |
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加筋土式挡土墙设计, 土质边坡稳定性分析 |
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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 |
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土质边坡稳定性分析 |
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No.
21 |
Stability analysis of slopes with surcharge by LEM and FEM
Stability analysis of slopes with surcharge by LEM and FEM |
7/2015 |
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土质边坡稳定性分析, 有限元——基本模块 |
|
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 |
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加筋土式挡土墙设计, 有限元——基本模块 |
|
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 |
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土质边坡稳定性分析, 有限元——基本模块 |
|
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 |
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桩基静力触探分析 |
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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 |
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扩展基础设计 |
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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 |
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扩展基础设计 |
|
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 |
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有限元——地震, 有限元——基本模块 |
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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 |
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有限元——地震, 有限元——基本模块 |
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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 |
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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 |
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GEO5 |
|
No.
31 |
Stability Analysis of Dump Slope in Open Cast Mines
Stability Analysis of Dump Slope in Open Cast Mines |
8/2021 |
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土质边坡稳定性分析 |
|
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 |
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有限元——基本模块 |
|
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 |
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有限元——基本模块 |
