Tunnels - Wayss & Freytag Ingenieurbau AG
Tunnels - Wayss & Freytag Ingenieurbau AG
Tunnels - Wayss & Freytag Ingenieurbau AG
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Oenzberg Tunnel<br />
Switzerland<br />
General Data:<br />
Project: Oenzberg Tunnel,<br />
double-track railway tunnel,<br />
new railway line between Zurich and Bern (200 km/h)<br />
Client: SBB Project Group “Neubaustrecke Mattstetten - Rothrist” [Swiss Federal Railways]<br />
Contractor: <strong>Wayss</strong> & <strong>Freytag</strong> <strong>Ingenieurbau</strong> <strong>AG</strong><br />
in a joint venture<br />
Construction period: 1999 to 2003<br />
Construction costs: € 150 million<br />
Technical Data:<br />
Scope of work: 1 double-track railway tunnel (Oenzberg Tunnel), total length: 3,161 m, of which 2,265 m were driven using<br />
a TBM, internal diameter: 10.84 m;<br />
2 single-track branch-off tunnels (Wolfacher <strong>Tunnels</strong>), lengths: 754 m, excavated cross-section: 80 m²<br />
Construction method: Oenzberg Tunnel: TBM-tunnelling using a convertible TBM: 1,925 m in hard rock mode,<br />
340 m in slurry shield mode, shield diameter: 12.34 m, double lining consisting of reinforced<br />
concrete segments and an in-situ concrete inner lining with external water proofing;<br />
branch-off tunnels (Wolfacher <strong>Tunnels</strong>): roadheader tunnelling: 900 m, sprayed concrete<br />
lining (SCL) method;<br />
cut and cover method = 0.1 km<br />
Geology: Molasse, moraine<br />
CERN Nuclear Research Centre, Geneva<br />
Switzerland<br />
General Data:<br />
Project: Complete remodelling of the particle accelerator<br />
Client: CERN - European Organization for Nuclear Research<br />
Contractor: <strong>Wayss</strong> & <strong>Freytag</strong> <strong>Ingenieurbau</strong> <strong>AG</strong><br />
in a joint venture<br />
Construction period: 1998 to 2003<br />
Construction costs: € 70 million<br />
Technical Data:<br />
Scope of work: 3 shafts, depth: 100 m, max. diameter: 25 m;<br />
2 caverns with a volume of 70,000 m³ and<br />
100,000 m³ respectively; various smaller tunnels<br />
Construction method: Sprayed concrete lining method with excavator and chisel,<br />
in-situ concrete inner lining<br />
Geology: Molasse<br />
48|49