Shaft Construction By Raise Boring Through Artificially Frozen Ground

Society for Mining, Metallurgy & Exploration
A. R. Walsh D. E. Hart Derek Maishman
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
15
File Size:
1093 KB
Publication Date:
Jan 1, 1991

Abstract

In order to safely construct a ventilation and escape shaft through saturated overburden into an operating mine, artificial ground freezing and raise boring were combined for the first time on a project in the U.S.A. at Georgia-Pacific's Kentwood Mine in Grand Rapids, Michigan. Previous to drilling a pilot hole 206 feet deep into the mine, a 20 foot diameter cylinder of soil 140 feet deep was totally frozen. Before termination of the freezing operation, the pilot hole was reamed to 9 foot diameter and a 7 foot inside diameter hydrostatic steel liner was grouted in place.
Citation

APA: A. R. Walsh D. E. Hart Derek Maishman  (1991)  Shaft Construction By Raise Boring Through Artificially Frozen Ground

MLA: A. R. Walsh D. E. Hart Derek Maishman Shaft Construction By Raise Boring Through Artificially Frozen Ground. Society for Mining, Metallurgy & Exploration, 1991.

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