Criteria for the Engineering and Construction by TBM of a Tunnel Under the Torre Annunziata (Italy) Built Up Area

- Organization:
- The Australasian Institute of Mining and Metallurgy
- Pages:
- 7
- File Size:
- 819 KB
- Publication Date:
- Jan 1, 1987
Abstract
Within the project against pollution in the Gulf of Naples (Italy) it was envisaged to build a sewage collection tunnel whose tunnelling section is about 30 m2 and whose length is over 4 km. The formations to be bored through feature heteregeneous volcanic deposits made up of either lenses or lava, lapilli and pozzolan layers and ashstone silts. The cover ranges between 10 and 30 metres. The surface is heavily built-up requiring then an accurate monitoring and reduction of noise, vibrations and settlements. The building of the tunnel is therefore carried out by means of a boom tunnelling machine equipped with a mechanized shield. Support along the complete excavation perimeter is provided by linerplates together with an immediate cement grouting behind them. At a later stage the concrete lining will be cast in place.
Citation
APA:
(1987) Criteria for the Engineering and Construction by TBM of a Tunnel Under the Torre Annunziata (Italy) Built Up AreaMLA: Criteria for the Engineering and Construction by TBM of a Tunnel Under the Torre Annunziata (Italy) Built Up Area. The Australasian Institute of Mining and Metallurgy, 1987.