Geotechnical Aspects Of The Mt. Baker Ridge Tunnel Design

Society for Mining, Metallurgy & Exploration
Robert A. Robinson Harvey W. Parker Steven R. Thompson
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
20
File Size:
1048 KB
Publication Date:
Jan 1, 1983

Abstract

The Mt. Baker Ridge Tunnel, under construction in Seattle, will be the world's largest-diameter soil tunnel with an inside diameter of 19.2 m (63 ft) and an effective outside diameter of about 24.4 m (80 ft). The five-lane highway tunnel will be constructed using a "stacked-drift" scheme in which an articulated or "flexible" tunnel lining consisting of 24 concrete-filled drifts is constructed to form a horizontal compression ring followed by removal of the soil core. Geotechnical factors, including variable strength hard fissured soils, high horizontal stresses, potentially unstable sands, and prior slope instabilities, significantly influenced the innovative design and construction approach.
Citation

APA: Robert A. Robinson Harvey W. Parker Steven R. Thompson  (1983)  Geotechnical Aspects Of The Mt. Baker Ridge Tunnel Design

MLA: Robert A. Robinson Harvey W. Parker Steven R. Thompson Geotechnical Aspects Of The Mt. Baker Ridge Tunnel Design. Society for Mining, Metallurgy & Exploration, 1983.

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