Influence Of Shrinkage And Cut-And-Fill Mining On Ground Mechanics, South Bay Mine, Northeastern Ontario

The American Institute of Mining, Metallurgical, and Petroleum Engineers
M. L. Jeremic
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
6
File Size:
410 KB
Publication Date:
Jan 1, 1985

Abstract

The massive Pb-Zn-Ag sulfide ore body is originated at the contact between the porphyry (footwall) and volcanic (hanging wall). The ore zone is folded and refolded, which results in two different structural geometries of the individual ore bodies. This requires both shrinkage and cut-and-fill mining methods. Strong bedrock resists caving after shrinkage stope completion, so high stress zones are developed below and above the mined area. The cut-and fill system has a limited destressing mechanism, where the stope walls with a backfill exhibiting stress close to a primitive one. This results in closure deformation of the open stope walls, yielding deformations of crown pillars and roof falls of the wide stope backs.
Citation

APA: M. L. Jeremic  (1985)  Influence Of Shrinkage And Cut-And-Fill Mining On Ground Mechanics, South Bay Mine, Northeastern Ontario

MLA: M. L. Jeremic Influence Of Shrinkage And Cut-And-Fill Mining On Ground Mechanics, South Bay Mine, Northeastern Ontario. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1985.

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