Shortwall Mining - Potential And Problems

The American Institute of Mining, Metallurgical, and Petroleum Engineers
Robert Stefanko
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
3
File Size:
154 KB
Publication Date:
Jan 1, 1981

Abstract

Shortwall mining represents a compromise between the room-and-pillar and longwall systems. Figure 1 shows that the shortwall layout is very similar to that for longwall panels, the primary difference being that the shortwall is generally 150 to 200 feet wide while longwalls are 350 to 600 feet wide. The development of entries is divorced from the production of the walls with both systems. However, the depth of the web is considerably different in the shortwall system. Because a standard continuous miner is employed, a depth of 10 feet is normally mined on a single pass. This greater web thickness requires the use of a specially constructed support that can support the much longer cantilever bar that must extend over the working area. This is accomplished by not only increasing the length of the bar but also strengthening it structurally; however, the key to success lies in articulating the cantilever from the base and supporting it with a short hydraulic jack leg. This arrangement provides the additional strength required in the support. It should be apparent that a shortwall support is more costly than the type used for longwall.
Citation

APA: Robert Stefanko  (1981)  Shortwall Mining - Potential And Problems

MLA: Robert Stefanko Shortwall Mining - Potential And Problems. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1981.

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