Pit Limit Slope Design – General Comments, Data Collection, Remedial Stability Measures

The American Institute of Mining, Metallurgical, and Petroleum Engineers
Ben L. Seegmiller
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
12
File Size:
1080 KB
Publication Date:
Jan 1, 1979

Abstract

Introduction The profitability of an open pit operation depends to a large extent on the use of the steepest pit slopes possible, provided they do not fail during the life of the mine Optimum pit slopes can be designed by using rock mechanics technology. Such technology includes gathering and analyzing pertinent data prior to pit design, rigorous application of rock mechanics principles during the design process, remedial actions to improve slope stability, and monitoring slopes during the life of the mine. Ignoring rock mechanics technology in pit design may place the entire mining enter- prise in jeopardy Disruption of mining operations and safety hazards caused by slope instability can be severe. A classic case in point is the major slope failure (Seegmiller, 1972) that occurred at a southwestern US copper mining operation in 1970-1971 Minor slope stability problems initially amounted to no more than a nuisance, but in time, the unstable zones became larger, causing greater disruption of production and threatening safety Mining at or near the slide toe had continued throughout the period of slope failure, aggravating the already unstable condition The original plan for this pit called for mining the overall pit slope to 37.5" Mine operators were forced to lessen the back- slope angle in the hope that the failing rock mass would stabilize. However, stabilization did not take place, and when mining in the area of failure was completed, the overall slope had been reduced to approximately 27" Mining had been successful in removing only a small portion of the ore body at a high stripping ratio.
Citation

APA: Ben L. Seegmiller  (1979)  Pit Limit Slope Design – General Comments, Data Collection, Remedial Stability Measures

MLA: Ben L. Seegmiller Pit Limit Slope Design – General Comments, Data Collection, Remedial Stability Measures. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1979.

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