## Abstract Ground‐breaking ceremony celebrated at the second longest tunnel on the new railway line Ebensfeld‐Erfurt – Anschlagfeier für zweitlängsten Tunnel der Eisenbahn‐Neubaustrecke Ebensfeld‐Erfurt Ground‐breaking ceremony of the Burgstaller Tunnel in the Ybbs‐Amstetten gap‐closing project –
Geomechanics and Tunnelling 5/2009
- Book ID
- 102224893
- Publisher
- Wiley (John Wiley & Sons)
- Year
- 2009
- Tongue
- English
- Weight
- 127 KB
- Volume
- 2
- Category
- Article
- ISSN
- 1865-7362
No coin nor oath required. For personal study only.
✦ Synopsis
Abstract
Proceedings of the 58^th^ Geomechanics Colloquium
Grouting in Rock
J. Linortner, G. Jung & G. Zenz: Design and construction of the grout curtain for Ermeneck HPP Dam
I. Reichl, J. Seegers, M. Lotter & N. Prosser: Ground improvement in carstic rock (Irlahüll Tunnel, DB Nürnberg‐Ingolstadt)
A. Vigl & R. Gerstner: Grouting of pressure tunnels for Hydro Power Plants
B. Stille, H. Stille, G. Gustafson & S. Kobayashi: Experiences with a ”Real Time Grouting Control Method”
K. Breit: Complex grouting projects in Austria and abroad; a Contractor's view
R. Pollard: The use of TPA at the Dounreay shaft isolation
Projects in Austria
P. Schwab, B. Präsent & J. Dissauer: Motorway Bruck S35 BL22 ”Tunnel excavation in serpentinite”
C. Gamper: H8 Tunnel Jenbach, Brenner railway axis northern feeder line to the Brenner Base Tunnel, hydroshield excavation
H. Westermayr, M. Höllrigl, J. Daller & V. Mihailov: Construction of the 2^nd^ tube of the Pfänder Tunnel by tunnel boring machine (TBM)
K. Czopak & E. Neumüller: Contract LT 33 Tunnelling in hard rock on the middle section of the new Lainzer Tunnel in Vienna
H. Goldberger & A. Stärk: Lainzer Tunnel Lot LT31 – side wall drift in Vienna
M. Bauer, F. Püringer & M. Eder: Tram Line Harter Plateau – Tunnelling beneath Linz Central Station
Deep Tunnels
M. John & B. Mattle: Review of determining rock mass behaviour for tunnels with high overburden
A. Preh & R. Poisel: Cherry pit failure of tunnels – new understanding of the failure mechanism
S. Kainrath‐Reumayer, G. Gschwandtner & R. Galler: The convergence‐confinement‐method as an auxiliary tool for the design of deep tunnels
N. Radoncic, W. Schubert & B. Moritz: Ductile lining design G. Lombardi, M. Bettelini, M. Neuenschwander & A. Pancierer:
Gibraltar tunnel: design update and geomechanical challenges
J. Gollegger, M. Rausch & A. Priller: Application of open TBMs under squeezing ground conditions in the Gotthard Base Tunnel
G. Harer, D. Handke& L. Herwig: Tunnelling methods for zones of squeezing rock mass behaviour at the Koralmbahn
Reuse of Tunnel Excavation Material
D. Resch, R. Galler, F. Ebner & K. Lassnig: Excavation material in tunnelling – High quality raw material?
R. Lieb: Material management at the Gotthard Base Tunnel – findings from 15 years of experience
G. Harer & P. Pichler: Effectively decreasing the requirement for landfill sites at the Koralmtunnel – Solutions
A. Fromm, B. Schreitl & C. Kitzler: S1 Tunnel Donau‐Lobau – Recycling the excavation material
H.‐G. Haid, H. Hammer: Katzenbergtunnel – conditions for recycling excavation material from the environmental and authorization point of view
J. Burdin: Material management for the project Lion‐Turin‐Raillink
K. Mittermayr, M. Steiner & W. Ramspacher: A26 – excavation material, transport, recycling
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