Details:

Personal Author:
McLaughlin, William C. ; Thomas, L. A. (Lloyd A.) ; Harasha, J. L. (James L.) ;
McLaughlin, William C. ; Thomas, L. A. (Lloyd A.) ; Harasha, J. L. (James L.) ; Less -
Corporate Authors:
United States. Bureau of Mines. ;
Description:
"Under a cooperative agreement, the Bureau of Mines, Magma Copper Company, and Asarco, Inc., tested backfilled ground support systems at two elevations in Magma's San Manuel, Arizona, Mine. The tests were mainly for guidance in designing the loading crosscuts of the new Asarco Sacaton underground mine. Two-piece, wide-flange steel sets for 8- by 8-ft (2.44- By 2.44-M) and 11- by 11-ft (3.36- By 3.36-M) openings were designed. Set spacing was 3 ft (0.91 M) and 5 ft (1.52 M), respectively. After erection, the sets were lagged with various test materials. The void between the lining and the ground was backfilled with sand and pea gravel. Instruments measuring strain (used to determine changes in stress) were placed beneath the sets and in the backfill. Results indicate the backfilled sets in the smaller drift (2315 grizzly level, panels 6 and 7) of 8- by 8-ft (2.44- By 2.44-M) cross section are a viable permanent support system, lower in cost than the standard formed concrete. Results are inconclusive in 2615 grizzly level, panels 5 and 6, where wide- flange steel sets were used with 5-ft (1.52-M) long concrete gob lagging of t-design." - NIOSHTIC-2 NIOSHTIC no. 10003097
Subject:
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Caving Mining.
Ground Control (Mining)

Document Type:
Report ;
Collection(s):
National Institute for Occupational Safety and Health
Main Document Checksum:
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urn:sha256:d099e673d7d7588dd1ed662b745d029466256e09c0269ff9f61845e14c736b95
File Type:

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