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Rock mechanics research decreases longwall bump potential at a southern Appalachian coal mine.

Authors
Barton-TM; Campoli-AA; Guana-M
Source
Min Eng 1992 Apr; 44(4):347-351
NIOSHTIC No.
10011358
Abstract
Coal mine bumps, the violent failures of overstressed coal, present a safety hazard to miners when longwall mining is conducted in deep, bump-prone coal mines. The U.S. Bureau of Mines evaluated two different longwall gate entry systems in a southern Appalachian coal mine located in the Pocahontas No. 3 Coalbed under approximately 610 m (2,000 ft) of overburden that included a massive sandstone member. Both gate entry systems employed a center abutment pillar flanked by yield pillars. The original design used a 24.4-M (80-ft) square abutment pillar, while the new design employed a 36.6- By 54.9-M (120- by 180-ft) abutment pillar. Rock mechanics instrumentation data analysis and in-mine observations indicated that this increase in abutment pillar size significantly decreased bump potential. The new design in worst-case conditions increased effective bearing area 62 pct, with only a 9-pct increase in gate entry system width, and eliminated face bumps that were experienced with the original gate entry design.
CODEN
MIENAB
Publication Date
19920401
Document Type
OP; Journal Article
Fiscal Year
1992
NTIS Accession No.
NTIS Price
Identifying No.
OP 78-92
Issue of Publication
4
ISSN
0026-5187
NIOSH Division
PRC
Source Name
Mining Engineering
State
PA
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