Design And Construction Of The Lafayette Bluff Tunnel

Society for Mining, Metallurgy & Exploration
D. L. Petersen C. R. Nelson B. K. Nelson B. D. Wagener
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
13
File Size:
641 KB
Publication Date:
Jan 1, 1991

Abstract

The Lafayette Bluff tunnel, currently under construction for the Minnesota Department of Transportation (MnDOT), will be among the widest highway tunnels in the United States. The 199-meter tunnel is being constructed in a closely jointed, variably weathered diabase rock mass. Cover above the tunnel crown ranges from 4 meters to 27 meters, and is less than the tunnel excavated width of 18.3 meters for about 60 percent of its length. These factors dictated special support and lining design, limitations on excavation sizes and required sequences for support installation. Tunnel excavation is by controlled blasting, with multiple top headings and bench. Rock support and lining consists of external portal beams, rockbolts and reinforced shotcrete. A final concrete lining provides structural support for the rock mass and the membrane waterproofing system.
Citation

APA: D. L. Petersen C. R. Nelson B. K. Nelson B. D. Wagener  (1991)  Design And Construction Of The Lafayette Bluff Tunnel

MLA: D. L. Petersen C. R. Nelson B. K. Nelson B. D. Wagener Design And Construction Of The Lafayette Bluff Tunnel. Society for Mining, Metallurgy & Exploration, 1991.

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