Milchbuck Tunnel Application Of The Freezing Method To Drive A Three-Lane Highway Tunnel Close To The Surface

- Organization:
- Society for Mining, Metallurgy & Exploration
- Pages:
- 19
- File Size:
- 1023 KB
- Publication Date:
- Jan 1, 1981
Abstract
INTRODUCTION In the region of Zurich several of the Swiss Interstate Highways meet and have to be linked to form a continuous network. The subalpine glacial topography with hills, ridges and lakes requires the construction of many tunnels (Figure 1). The Milchbuck Tunnel forms part of the inner arterial highway system of the city of Zurich. It passes underneath the ridge separating the Limmat and Glatt valleys. In its final configuration the tunnel will consist of two parallel three-lane tunnels (Figure 2). For the time being only one tunnel is constructed. This tunnel will be operated with two outbound (climbing) lanes and a single inbound (descending) lane (Figure 3). The owner, the Canton of Zurich, awarded the contract for the construction to a joint venture with the following three contractors: Locher & Cie AG (leader), Prader AG, A. Brunner's Erben, all located in Zurich. The actual freezing was performed by subcontractor Philipp Holzmann AG, Mannheim, West Germany. Electrowatt Engineering Services Ltd, Zurich, was design engineer and performed the construction supervision.
Citation
APA:
(1981) Milchbuck Tunnel Application Of The Freezing Method To Drive A Three-Lane Highway Tunnel Close To The SurfaceMLA: Milchbuck Tunnel Application Of The Freezing Method To Drive A Three-Lane Highway Tunnel Close To The Surface. Society for Mining, Metallurgy & Exploration, 1981.