Mixed Type Tunneling Beneath Metropolitan Boston

Society for Mining, Metallurgy & Exploration
Gary A. Almeraris Thomas F. Peyton
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
17
File Size:
1522 KB
Publication Date:
Jan 1, 1991

Abstract

This paper chronicles the mining of a main interceptor sewer through a residential neighborhood for the MWRA's Boston Harbor clean-up. The Wellesley Extension Sewer Tunnel consisted of 490 m (1600 ft) of rock tunnel, 107 m (35V ft) of mixed face and 336 m (1100 ft) of softground. The tunnel was located 4.6 m (15 ft) below water table and passed directly beneath six buildings with as little as 7 m (23 ft) of cover. In addition, the tunnel ran parallel to and within 4.6 m (15 ft) of an existing sewer tunnel with flows up to 187,5 million liters (50 million gal.) per day. The rock encountered by the tunnel was comprised of gramodiorite, amphibilite and diabase. The soils which passed through the tunnel face consisted of tills, sands and non-cohesive plastic silts. The techniques developed and the equipment utilized to successfully mine this complicated ground are described.
Citation

APA: Gary A. Almeraris Thomas F. Peyton  (1991)  Mixed Type Tunneling Beneath Metropolitan Boston

MLA: Gary A. Almeraris Thomas F. Peyton Mixed Type Tunneling Beneath Metropolitan Boston. Society for Mining, Metallurgy & Exploration, 1991.

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