Galgenbuck Tunnel - Preliminary Cut Engi
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The portal pit Engi is prerequisite for the construction of the Galgenbuck Tunnel .
The portal is located on the weste of the Tunnel and represents the access for all excavation works. After the conclusion of the excavation works, a cut & cover tunnel will be built in this same pit, shaping the ground with its original form.
The portal pit Engi is approximately 80 m long and 75 m wide. The maximum excavated height is approx. 22 m. The support walls are formed by separated or tangential bored piles Ø 80 and Ø 100 cm. The pile walls are supported with several layers of pre-stressed tendons whose forces are distributed by means of a longitudinal steel bracing.
Due to the 6 year long duration of the works, the tendons had to be designed and executed as permanent tendons, i.e. with a full corrosion protection.
Construction methods:
Wall of separated piles with shotcrete reinforcement;
Walls of tangential piles;
Tendons with longitudinal steel bracing.
Characteristic values:
Total length excavated piles (Ø 800 and Ø1‘000 mm): 2‘350 m;
Reinforcement of the piles: 99 to.;
Pre-stressed tendons: 11‘000 m;
Longitudinal steel bars: 77 to.;
Passive anchors and nails: 540 m;
Excavated material (rock and loose material): 44‘000 m³
Reference location
Neuhausen
Final client
Federal Roads Office FEDRO, Winterthur branch
Start of works date
1/1/2012
End of works date
12/31/2013
Start of services date
1/1/2008
End of services date
12/31/2014
Services
Civil designs; Construction supervision