Geotechnical Aspects Of The Mt. Baker Ridge Tunnel Design

- 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:
(1983) Geotechnical Aspects Of The Mt. Baker Ridge Tunnel DesignMLA: Geotechnical Aspects Of The Mt. Baker Ridge Tunnel Design. Society for Mining, Metallurgy & Exploration, 1983.