Rock Mass Response To Mining Longwall Panel 4N, York Canyon Mine

The American Institute of Mining, Metallurgical, and Petroleum Engineers
Donald W. Gentry John F. Abel
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
8
File Size:
551 KB
Publication Date:
Jan 3, 1978

Abstract

This paper presents some of the results of a rock mechanics instrumentation program designed for, and implemented at, longwall panel 4N at the York Canyon Mine near Raton, New Mexico. The objective of this particular instrumentation program was to determine the response of the rock mass to longwall mining of a thick coal seam utilizing shield-type supports. Measurements were made in the rock along the ground surface, above the coal seam, in the coal seam, and immediately below the coal seam. Longwall test panel 4N had a total developed length of 762 m (2500 ft) and a face width of 168 m (550 ft), Fig. 1. The seam mining height in the panel area was approximately 3 m (10 ft). The average depth of overburden above the panel is 107 m (350 ft) although it ranges from 73-134 m (240-440 ft). Roof support at the face was provided by 116 Hemscheidt 320 HSL shields. These shield-type supports weigh 11.4 metric tons each.
Citation

APA: Donald W. Gentry John F. Abel  (1978)  Rock Mass Response To Mining Longwall Panel 4N, York Canyon Mine

MLA: Donald W. Gentry John F. Abel Rock Mass Response To Mining Longwall Panel 4N, York Canyon Mine. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1978.

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