Design And Construction Challenges Of Hard Rock TBMS At The Gotthard Base Tunnel

Society for Mining, Metallurgy & Exploration
Michael Rehbock-Sander
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
6
File Size:
24726 KB
Publication Date:
Jan 1, 2012

Abstract

The Gotthard Base Tunnel (GBT) is 57 km (35 miles) long and consists of two par-allel single-track tubes with an ex-cavation diameter ranging from 8.8 to 9.5 m (28.8 to 31.2 ft). These are interlinked by cross-passages every 312 m (1,000 ft). Two multifunction stations (MFS) are located in the sections Sedrun and Faido, at one-third and two-thirds of the entire tunnel length (Fig. 1). These will be used for the diversion of trains to the other main tube via tunnel crossovers, for the housing of tech-nical infrastructure and equipment and for potential emergency stops. To reduce construction time, the GBT was divided into five sections and was excavated from several sites simultaneously. The tunnel was excavated from the two portals, Erstfeld in the north and Bodio in the south, and also from three intermediate attacks, with their corresponding access tunnels, in Amsteg and Faido and two vertical 800-m (2,624-ft) deep shafts in Sedrun.
Citation

APA: Michael Rehbock-Sander  (2012)  Design And Construction Challenges Of Hard Rock TBMS At The Gotthard Base Tunnel

MLA: Michael Rehbock-Sander Design And Construction Challenges Of Hard Rock TBMS At The Gotthard Base Tunnel. Society for Mining, Metallurgy & Exploration, 2012.

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