The project consists of a double-track railway extension of a 4.7 km long section, and
includes line straightening. Main structures are the 3.0 km long Schloßalm Tunnel, which
is excavated using primarily the mining technique, and the 136 m long Anger Gorge Bridge.
The latter is designed as an arch bridge with nine fields.
The tunnel cuts through the rock of the lower and peripheral schist shell of the Upper
Tauern Penninicum. It has an overburden between 30 m and 145 m, and approximately a third
of the tunnel length crosses a spacious sliding body (rockslide mass). |
BGG Consult has been involved in the project since 1992. In 1994, an alternative route,
close to the existing track was considered. For this purpose, an extensive subsoil
exploration was conducted for the geological and geotechnical evaluation of the new
route.
In 2004, an expert's report was compiled for the route selection procedure regarding
the relevant geology, hydrogeology and geotechnics of the project. This was based on
the current project including the tunnel. For the Anger Gorge Bridge, geotechnical
expert's reports were compiled that were needed for the building permit application,
and the preparation of the tender.
For the construction phase, BGG is responsible to supervise the construction of the
foundation elements on site.
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Anger Gorge Bridge:
From a geological and geotechnical point of view, it was of great importance that the
heavy and concentrated loads were transferred into the sound rock. For the abutment of
the side facing Schwarzach, the weathered rock had to be cleared several meters deep.
This required the implementation of an anchored concrete block as a substructure below
the foundation. All these works had to be carried out in a cliffy escarpment.
For the pillars of the side facing Badgastein, rock-socketed piers with a depth of up
to 12 m had to be constructed. |