Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava

Thomas Marcher; Filip Jiricny; Helmut Schweiger; Ali Nasekhian

Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava

Thomas Marcher
, Filip Jiricny
, Helmut Schweiger
, Ali Nasekhian

Institut für Bodenmechanik, Grundbau und Numerische Geotechnik (2170)

Publikation: Beitrag in Buch/Bericht/Konferenzband › Beitrag in einem Konferenzband › Begutachtung

Abstract

The large-scale infrastructure project "Railway Connection of TEN-T Corridors with the
Airport and Railway Network" prepared in Bratislava includes on its left bank section two
underground stations, the Nivy station and the Centrum station. Considering the great depth of the
stations, a track depth of 32 m (Nivy station) and 41 m (Centrum station) and limited space on the
surface, NATM tunnelling technology was chosen for their construction. Consequences of
Eurocode 7 on the design of the platform tunnels will be discussed in detail based on studies of
individual Design Approaches.

Originalsprache	englisch
Titel	From Research to Design in European Practice
Erscheinungsort	Bratislava
Herausgeber (Verlag)	Slovak University of Technology
Seitenumfang	9
ISBN (Print)	978-80-227-3279-6
Publikationsstatus	Veröffentlicht - 2010
Veranstaltung	Danube-European Conference on Geotechnical Engineering - Ljubljana, Slowenien Dauer: 29 Mai 2006 → 31 Mai 2006

Konferenz

Konferenz	Danube-European Conference on Geotechnical Engineering
Land/Gebiet	Slowenien
Ort	Ljubljana
Zeitraum	29/05/06 → 31/05/06

Treatment code (Nähere Zuordnung)

My Favorites
Application

Numerische Simulation im Tunnelbau
Schweiger, H. (Kontaktperson), Schuller-Kovásznay, H. (Teilnehmer), Riedmüller, G. (Koordinator), Golser, H. (Teilnehmer / Mitarbeiter), Semprich, S. (Kontaktperson), Gaich, A. (Kontaktperson), Beer, G. (Konsortialführer/in bzw. Koordinator/in von mehreren TU Graz Instituten), Opriessnig, G. (Teilnehmer / Mitarbeiter), Schubert, W. (Teilnehmer), Fasching, A. (Teilnehmer / Mitarbeiter) & Gruber, F. J. (Teilnehmer / Mitarbeiter)
1/05/97 → 31/12/01
Projekt: Forschungsprojekt

Dieses zitieren

Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava. / Marcher, Thomas; Jiricny, Filip; Schweiger, Helmut et al.
From Research to Design in European Practice. Bratislava: Slovak University of Technology, 2010.

Publikation: Beitrag in Buch/Bericht/Konferenzband › Beitrag in einem Konferenzband › Begutachtung

@inproceedings{ece595ee3a0d4aeba73e3f9d93bbeb5f,

title = "Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava",

abstract = "The large-scale infrastructure project {"}Railway Connection of TEN-T Corridors with the Airport and Railway Network{"} prepared in Bratislava includes on its left bank section two underground stations, the Nivy station and the Centrum station. Considering the great depth of the stations, a track depth of 32 m (Nivy station) and 41 m (Centrum station) and limited space on the surface, NATM tunnelling technology was chosen for their construction. Consequences of Eurocode 7 on the design of the platform tunnels will be discussed in detail based on studies of individual Design Approaches.",

author = "Thomas Marcher and Filip Jiricny and Helmut Schweiger and Ali Nasekhian",

year = "2010",

language = "English",

isbn = "978-80-227-3279-6",

booktitle = "From Research to Design in European Practice",

publisher = "Slovak University of Technology",

note = "Danube-European Conference on Geotechnical Engineering ; Conference date: 29-05-2006 Through 31-05-2006",

}

TY - GEN

T1 - Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava

AU - Marcher, Thomas

AU - Jiricny, Filip

AU - Schweiger, Helmut

AU - Nasekhian, Ali

PY - 2010

Y1 - 2010

N2 - The large-scale infrastructure project "Railway Connection of TEN-T Corridors with the Airport and Railway Network" prepared in Bratislava includes on its left bank section two underground stations, the Nivy station and the Centrum station. Considering the great depth of the stations, a track depth of 32 m (Nivy station) and 41 m (Centrum station) and limited space on the surface, NATM tunnelling technology was chosen for their construction. Consequences of Eurocode 7 on the design of the platform tunnels will be discussed in detail based on studies of individual Design Approaches.

AB - The large-scale infrastructure project "Railway Connection of TEN-T Corridors with the Airport and Railway Network" prepared in Bratislava includes on its left bank section two underground stations, the Nivy station and the Centrum station. Considering the great depth of the stations, a track depth of 32 m (Nivy station) and 41 m (Centrum station) and limited space on the surface, NATM tunnelling technology was chosen for their construction. Consequences of Eurocode 7 on the design of the platform tunnels will be discussed in detail based on studies of individual Design Approaches.

M3 - Conference paper

SN - 978-80-227-3279-6

BT - From Research to Design in European Practice

PB - Slovak University of Technology

CY - Bratislava

T2 - Danube-European Conference on Geotechnical Engineering

Y2 - 29 May 2006 through 31 May 2006

ER -

Nonlinear FE-analyses of tunnel structures based on EC7 design approaches – a case study based on the Nivy station, Bratislava

Abstract

Konferenz

Treatment code (Nähere Zuordnung)

Fingerprint

Projekte

Numerische Simulation im Tunnelbau

Dieses zitieren