Tarp North Branch Tunnel Leg – A Case History

Society for Mining, Metallurgy & Exploration
Michael P. Bruen Joseph P. Sobanski
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
22
File Size:
5903 KB
Publication Date:
Jan 1, 1999

Abstract

The North Branch tunnel segment of the Tunnel and Reservoir Plan Mainstream System consists of 14,075 m (45,885 ft) of 9.2 m (30.2 ft) finished diameter and985 m (3,232 ft) of 2.5 m (8.25 ft) finished diameter concrete lined rock tunnels. The TBM mining and concrete lining methods used in completing this $166million project differed from “typical” TARP construction methods in that a two-stage concrete lining was placed and the lining was initially placed concurrently with TBM mining as a two pass system in the same tunnel segment. For the main tunnel (9.85 m diameter), TBM mining averaged 24 m/day (79 ft/day), excluding downtime associated with two main bearing changes, and the concrete lining placement, averaged 117 m/day (380 ft/day) and 53 m/day (174 ft/day) for the invert and arch segments, respectively.
Citation

APA: Michael P. Bruen Joseph P. Sobanski  (1999)  Tarp North Branch Tunnel Leg – A Case History

MLA: Michael P. Bruen Joseph P. Sobanski Tarp North Branch Tunnel Leg – A Case History. Society for Mining, Metallurgy & Exploration, 1999.

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