Tunnel Alternatives for the Replacement of the Alaskan Way Viaduct

Society for Mining, Metallurgy & Exploration
Stephen H. Gleaton Gordon T. Clark
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
10
File Size:
1195 KB
Publication Date:
Jan 1, 2003

Abstract

This paper discusses the conceptual design of cut-and-cover tunnels currently being considered as one of the replacement options for the earthquake damaged, elevated double-deck highway and seawall built in downtown Seattle 50 years ago. The 4.8 km (3 mile) long, 6-lane improvement consists of 1.6 km (1 mile) of at-grade roadway with aerial interchanges, 1.6 km (1 mile) of large two-level cut-and-cover tunnels along the Elliott Bay waterfront, and retrofit of the 50-year old, 1.6 km (1 mile)long Battery Street tunnel and north transition to grade. Construction of deep cut-and-cover tunnels, in complex glacial geology overlain by hydraulically placed fill immediately adjacent the existing sea wall, will require extensive use of concrete diaphragm walls, ground improvement and dewatering. The potential liquefaction and lateral spreading of the fill materials in this active seismic region pose significant design challenges and risk.
Citation

APA: Stephen H. Gleaton Gordon T. Clark  (2003)  Tunnel Alternatives for the Replacement of the Alaskan Way Viaduct

MLA: Stephen H. Gleaton Gordon T. Clark Tunnel Alternatives for the Replacement of the Alaskan Way Viaduct. Society for Mining, Metallurgy & Exploration, 2003.

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