Shaft Construction By Raise Boring Through Artificially Frozen Ground

- 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:
(1991) Shaft Construction By Raise Boring Through Artificially Frozen GroundMLA: Shaft Construction By Raise Boring Through Artificially Frozen Ground. Society for Mining, Metallurgy & Exploration, 1991.