Technical Notes - Temperature and Humidity Affect Strength of Rock Structures at White Pine

The American Institute of Mining, Metallurgical, and Petroleum Engineers
Jack Parker
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
3
File Size:
762 KB
Publication Date:
Jan 1, 1971

Abstract

The White Pine mine site lies five miles south of Lake Superior in Ontonagon County, Mich. Copper sulfide, mixed with some native copper, is mined by a room-and-pillar system from gently dipping Upper Kewee-nawan sediments. Depth of mining now varies from 700 to 1800 ft and the ore body continues to a depth of at least 3400 ft. An area roughly 21/2 miles square has already been mined. Mining height has varied from 61/2 to 22 ft. A rock mechanics program was set up in late 1963 to promote safety and mining efficiency. This note reports some of the findings. Rock Strength Compressive strength of small, dry specimens of sandstones, siltstones, and shales from the ore zone varies from 20,000 to 30,000 psi. This is intermediate between the softer coal mine sediments and the meta-morphic and igneous rocks of hard rock mines. Annual Cycle of Rock Failure Since 1963, every roof and pillar failure involving more than a few tons of rock has been examined and documented. Some 1500 stations have been installed for measuring convergence, -c1/1000 in., with Invar extensometers. At first it was thought that there was some kind of a cycle of roof failures; perhaps annual, perhaps even elated to the moon or to earth tides, but records (see
Citation

APA: Jack Parker  (1971)  Technical Notes - Temperature and Humidity Affect Strength of Rock Structures at White Pine

MLA: Jack Parker Technical Notes - Temperature and Humidity Affect Strength of Rock Structures at White Pine. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1971.

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