Shotcrete Methods At Lakeshore Mine Aid Overall Ground Support Program

The American Institute of Mining, Metallurgical, and Petroleum Engineers
Jeremias K. Chitunda
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
6
File Size:
782 KB
Publication Date:
Jan 12, 1974

Abstract

Significant cost savings and improved ground stability are two initial indications from the current wet process shotcrete ground support program at the Lakeshore mine. The area of shotcrete for ground stability is not strange to the Lakeshore operation. Since the beginning of the project, various shotcrete techniques have constantly been experimented with, incorporating all the latest technological developments. Over the years, the use of shotcrete has been employed as a primary, temporary, or permanent support, singly or in combination with rockbolts and steel sets. The extent of shotcrete usage compared with steel sets and rockbolts has varied from time to time as dictated by the overall state of the art. In 1972, for example, the ratio of the linear drift footage supported with shotcrete to that supported with steel sets averaged 1.0. In 1973, that ratio was about 3.0. Overall, for the Lakeshore mine, there are about 8000 drift ft of shotcrete, 8000 drift ft of steel sets and timber, 750 drift ft of formed concrete, 21,000 drift ft of rockbolts, and 3700 drift ft of combined type support.
Citation

APA: Jeremias K. Chitunda  (1974)  Shotcrete Methods At Lakeshore Mine Aid Overall Ground Support Program

MLA: Jeremias K. Chitunda Shotcrete Methods At Lakeshore Mine Aid Overall Ground Support Program. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1974.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account