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Author(s):     
 
Perner, Reinhard; Schorn, Roland; Atzl, Georg
 
Title:     
 
New construction of Albula Tunnel II - Experience with steel fibre shotcrete / Neubau Albulatunnel II - Erfahrungen mit Stahlfaserspritzbeton
 
Abstract:     
 
The new construction of the 5860 m long Albula Tunnel was mainly carried out by blasting from the Preda and Spinas portals. Due to the exposed location in the high mountains, mixing plants were installed on both portal sides for the concrete supply; the concrete aggregate was largely produced from the excavated material, with a gravel plant being built in Preda for this purpose. The planned tunnel lining provides for a single-shell shotcrete construction for the most part. In the course of the excavation work, the excavation support was optimised so that the reinforcement mesh in the main support class in the single-shell area were replaced by steel fibre shotcrete.
Der Neubau des 5860 m langen Albulatunnels II erfolgte vorwiegend im Sprengvortrieb von den Portalen Preda und Spinas aus. Aufgrund der exponierten Lage im Hochgebirge wurden für die Betonversorgung auf beiden Portalseiten Mischanlagen errichtet, der Betonzuschlag wurde zum großen Teil aus dem Ausbruchmaterial hergestellt, wozu ein Kieswerk in Preda errichtet wurde. Der projektierte Tunnelausbau sieht größtenteils eine einschalige Spritzbetonbauweise vor. Im Zuge der Vortriebsarbeiten wurde die Ausbruchsicherung dahingehend optimiert, dass bei der Hauptsicherungsklasse im einschaligen Bereich die Bewehrungsmatten durch Stahlfaserspritzbeton ersetzt wurden.
 
Source:     Geomechanics and Tunnelling 14 (2021), No. 4
 
Page/s:     377-389
 
Language of Publication:     English/German



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